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Home My WebLink AboutMiscKCDA -RENTON SD MAPLEWOOD HEIGHTS 28' x 64' MODULAR CLASSROOM ,-----:::-;=::-:-:-:=-=------J3RECEIVE D SHEET INDEX I MAY 16 2016 I Rev Cf ITV Of REMTON A 0.0 i COVER SHEET Issued BYJPLANN!NG rnv1s10N SHT. NO. SHEET NAME Current Rev. -------·•---· A 0.1 i GENERAL NOTES I ----.: ·-------------·····--.. --------. 1------·- A 0.2 ! ENERGY CODE NOTES ·A 1.0 I FLOOR PLAN ~~:, ,:-i:T:ff~1~T~T~r--, ,-,------_------------..,--::;-~--c,11--r--,--,~"--- ID],; -=--~ -~4 I I n---r-,' -~---~ i---i--' -; I ' .• _:. A 1.2 I ROOF PLAN (NOT USED) A 2.0 i EXTERIOR ELEVATIONS A 2.1 I EXTERIOR ELEVATIONS _,,.,-_.-c I l!I ~~-,,-- ,~,' -10· ' I, I ' ' ' -·-···-·-····-······-··· :-----------····--·-----·-·-··-····---·----·----·-········-·--------·-········------------·-··-·-·-·-· ·-----··-·-----------1-·-··-------·-·-·-1 I I I 1, ~! Im I l..l • 1----,-...,_ __ -=--- - '1---' ' i i L • 1 1 r r . . , i I . I , , . , ' ' ' ' I I I ,m D I m . m.; ii : , l , . . i 1 -r I , I . , ' ' " ' I ' I ' ' , ' I • I i ' l I I '' J' 'I.'' 11111 · I 'I' -! ' i ! ! : ! -! REV.! DESCRIPTION DATE BY I··-!·----·· ·-----·------------J-----· REUSE OF DOCUMENTS THIS DOCUMENT AND THE IDEAS ANO DESIGNS INCORPORATED HEREIN ARE · · · \ .. ·· .......................... ---+-................. 1 THE PROPERTY OF MODERN BU1LD1NG SYSTEMS INC. AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER USE OR PROJECT WITHOUT WRITIEN AUTHORIZATION. A 3.0 i FINISH PLAN (NOT USED) A 3.1 I FINISH NOTES A 3.2 j SCHEDULES _ _ _______________ , ·------·-·· A 3.3 !DATA SCHEDULES . l 1 ·······························i···-·-......................................... _ ············-······················-···· ·········-······································ A4.0 !INTERIOR ELEVATIONS S 1.0 !FOUNDATION PLAN S 2.0 i FRAMING PLAN (NOT USED) S 3.0 i BUILDING SECTIONS .. . . S 4.0 !FOUNDATION NOTES & DETAILS S4.1 iFOUNDATION DETAILS S 4.2 i FOUNDATION DETAILS S 4.3 i DETAILS ____ S 4.4 ___ [DETAILS --------------------------. ---------------.---.·-·--------,-·--·-------··--- S 4.5 !DETAILS i E 0.1 i ELECTRICAL LEGEND & NOTES . 1 E 1.0 ELECTRICAL PLAN E 2.0 LIGHTING PLAN I I E 3.0 ELEC. PANELS & LOAD CALCS. M 0.1 HVAC NOTES & LEGEND M 1.0 jHVAC PLAN RECEIVED MAY 1 6 2016 C P"'" ,..,-:1-,.;.,.,..,"' ~· ..... :-t_.:,,_ • .._~ • .., PLAf(',.' i·: 'Y · -())1 DEAN BUILDING SYSTEMS SHEET COVER SHEET JOB# PROJ. 28' x 64' CLASSROOM SHEET# ~,. .... • ~\;\ :~~~:.:):S:1t!. ·'-~~/(\"' "\\ A,~·111~,'°';,'·.;J::--, •·:·' ''<· ... ~·-:·~ ','-.. ~1:9 •;:"/,' r,·,,, '/\':c'• -·-" ,·f· ,_ -, ,,.,,., I'··• ·~, .;:. . . • \ j • • \ .J'.:1 /:J• ~ --... \ 21543. / , .• -~' ·\"·"' -;-A •:-<~·--~~(~'•· ···-~>-·,,,\;\\. \~· ··~~-· 2016-RN MODERN BUILDING SYSTEMS INC. KCDA RENTON SD A 0.0 TELEPHONE: (503) 749--4949 FAX: (503) 749--4950 P.O BOX 110, 9493 PORTER ROAD. AUMSVILLE. OR 97325 ~':!'~,~T~Y~o:':.ia's"~~-~-~·--~-ADDRESS 134030 144th Ave. SE, Renton, WA. 98059 DRW VF DATE4/5/16 GENERAL NOTES 1. THE TERM IBC SHALL APPLY TO THE CURRENT EDITION OF THE INTERNATIONAL BUILDING CODE AS AMENDED BY THE STATES OF OREGON AND WASHINGTON. FOR PROJECTS IN ALL OTHER STATES IT SHALL APPLY TO THE CURRENT EDITION OF THE UBC OR IBC AS ADOPTED BY THAT STATE. 2. ALL CONTROLS AND HARDWARE SHALL BE ACCESSIBLE TO PERSONS WITH DISABILITIES. 3. LOCAL JURISDICTION TO DETERMINE COMPLIANCE WITH CHAPTER 29 (WITH REGARD TO ADJACENT FACILITIES) IN ACCORDANCE WITH THEIR CURRENTLY ADOPTED EDITION OF THE UBC OR IBC. 4. WHERE REQUIRED, PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 906 OF THE 2012 INTERNATIONAL FIRE CODE. 5. PER WAC 296-150F-0605 REQUIRES TOILET FACILITIES LOCATED IN AN ADJACENT FACILITY TO BE NOTED ON THE PLAN SUBMITTAL AND THAT THE REQUIREMENTS OF ICC CHAPTER 29, SECTION 2092, TABLE 2902.1 OF THE STATE BUILDING CODE MUST BE VERIFIED BY THE LOCAL JURISDICTION BUILDING OFFICIAL AND SHOWN ON THE NLEA. 6. THIS SET OF PLANS PREPARED AND SUBMITTED FOR APPROVAL UNDER THE FOLLOWING CODES: BUILDING MECHANICAL PLUMBING ENERGY ELECTRICAL REV. I DESCRIPTION 2012 IBC/WAC 51-50 2012 IMC/WAC 51-52 2012 UPC/WAC 51-56 2012 WSEC/WAC 51-11C 2014 NEC DATE BY DESIGN CRITERIA GENERAL: CONSTRUCTION TYPE OCCUPANCY GROUP OCCUPANCY LOAD DISTANCE TO PROPERTY LINE OR ASSUMED PROPERTY LINE ELECTRICAL: . ELECTRICAL SERVICE LOAD MECHANICAL: VENTILATION OCCUPANCY LOAD CLIMATE ZONE HEATING AIR-CONDITIONING PLUMBING: PLUMBING OCCUPANCY LOAD QUANTITY OF PLUMBING FIXTURE~ STRUCTURAL: ROOF SNOW LOAD FLOOR LIVE LOAD WIND LOAD SEISMIC •-------~i-·-------·--···-·-·-··-··-···--··--·--------+··-·······-............................... ·······!-........... i ~~~5~u~~~~~T~E IDEAS AND DDEAN DESIGNS INCORPORATED HEREIN ARE !-···-··-···-·----------·---·--···-· ··············· ···········----·--·---+------1---· -1 THE PROPERTY OF MODERN BUILDING BUILDING SYSTEMS VB (NON-SPRINKLERED) E 86 FRONT: 10' MIN. REAR: 10' MIN. LEFT: 10' MIN. RIGHT: 10' MIN. 200AMP 1 PH. 39.4 kVA 60 4C/5B SPV/HP YES 43 0 (SEE GENERAL NOTE# 5) 30PSF 50PSF Lambda= 1.0 Vult = 140 MPH (Vasd = 108 MPH) 3 SECOND GUST -EXP. B BEARING WALL SYSTEM: Ss = 1.500, Fa = 1.00 Sds = 1.000, RISK CATEGORY II le = 1.0, SEISMIC DESIGN CATEGORY D, SITE CLASS D RECEIVED MAY 16 2016 C!TY Of R:ENYON PLANNING o:v1s10N SHEET GENERAL NOTES JOB# PROJ. 28' x 64' CLASSROOM SHEET# ..-.:---.,-... .,~,\ i~:_1'.'.1.\,/+ +4'!'.:;,-:-;r v, ,:.,·.,;;~<:·rt-. •->-:"{>''" ,,_:---:':1 ··\,\'\!;.:~ "'.'. ". ! ,, ,.,-,, ) '' 111-. . '·: .~/ :7. I • \ & ,_. ti \ <llfT:,·J /·",· • 1 \_ 21543 .,;:, /..S"':. •._c,/ _i',\,;1,, u;,0,_:.~s~ .. ~:vr/,\-\L \':>'.:. ··ti··· 2016-RN SYSTEMS INC, AND ARE NOT TO BE USEC IN WHOLE OR IN PART FOR ANY OTHER USE OR PROJECT WITHOUT WRITTEN AUTHORJZATlON_ :l;::~=~~~~~::94::AX:~:::~~ KCDA RENTON SD A 0.1 P.O SOX 110,9493PORTERROA0.AUMSV1UE.OR 9732~ ,go;:'~,'i/t.',~~s':~~~"'.7.~""---ADDRESS 134030144th Ave. SE, Renton, WA. 98059 DRWVF DATE4/5/16 ENERGY CODE NOTES 1. ALL BUILDING THERMAL ENVELOPE INSULATION SHALL BE MARKED IN ACCORDANCE WITH OEESC 303.1.1 AND WSEC C303.1.1 AND INSTALLED PER OEESC 303.1.2 AND· WSEC C303.1.2 2. BLOWN-IN INSULATION SHALL BE INSTALLED AND CERTIFIED PER OEESC 303.1.1.1 AND WSEC C303.1.1.1 3. ALL AIR BARRIER MATERIALS SHALL BE ASTM E2178 RATED OR AS LISTED IN OEESC 502.4.1.2.1 AND WSEC C402.4.1.2.1 4. AIR BARRIER COMPLIANCE OPTIONS: CONTINUOUS AIR BARRIER FOR THE OPAQUE BUILDING ENVELOPE SHALL COMPLY WITH OEESC 502.4.1.2.1 AIR BARRIER TESTING AND REPORTING TO BE CONDUCTED PER WSEC C402.4.1.2.3 FOR THE STATE OF WASHINGTON 5. PENETRATIONS OF THE AIR BARRIER SHALL BE CAULKED, GASKETED OR SEALED PER OEESC 502.4.2 AND WSEC C402.4.2 6. ALL FENESTRATION ASSEMBLIES SHALL BE LABELED BY THE MANUFACTURER PER OEESC 303.1.3 & 502.4.3 AND WSEC C303.1.3 & C402.4.3 7. AIR ECONOMIZER SHALL BE CAPABLE OF PROVIDING 100% OUTSIDE AIR PER OEESC 503.3.1 AND WSEC C403.3.1.1.1 8. ECONOMIZER HIGH-LIMIT SHUTOFF CONTROL IS ELECTRONIC ENTHALPY PER MANUFACTURER'S SPEClflCATIONS AND WSEC C403.3.1.1.3 9. MECHANICAL VENTILATION SYSTEM SHALL HAVE THE CAPABILITY TO REDUCE THE OUTSIDE AIR SUPPLY TO THE MINIMUM REQUIRED PER OEESC 503.2.5 ANIWSEC C403.2.5 10.0UTSIDE AIR AND EXHAUST AIR DAMPERS SHALL BE RATED PER OEESC 502.4.4 & 503.2.4.5 AND WSEC C402.4.5.2 & C403.2.4.4 Rev='":~~~~ I DA" f I ~~]f OTHER USE OR PROJECT WITHOUT WRlTIEN AUTHORIZATION. SYSTEM COMMISSIONING NOTES 1. PRIOR TO CONSTRUCTION, A COMMISSIONING PLAN SHALL BE DEVELOPED PER WSEC C408.1.1. THE COMMISSIONING PLAN SHALL BE USED DURING CONSTRUCTION TO INSURE PROPER INSTALLATION, TESTING AND BALANCING OF BUILDING SYSTEMS AS FOLLOWS: MECHANICAL SYSTEM PER WSEC C408.2 LIGHTING AND CONTROLS PER WSEC C408.3 SERVICE WATER HEATING PER WSEC C408.4 ENERGY METERING PER WSEC C408.5 REQUIRED REQUIRED NOT REQUIRED (EXCEPTION #1) NOT REQUIRED (PER C409.1) 2. UPON COMPLETION OF CONSTRUCTION, A PRELIMINARY COMMISSIONING REPORT SHALL BE COMPLETED AND CERTIFIED AND PROVIDED TO THE BUILDING OWNER PER WSEC C408.1.2. 3. OPERATING AND MAINTENANCE MANUALS FOR ALL COMMISSIONED BUILDING SYSTEMS SHALL BE PROVIDED TO THE BUILDING OWNER PER OEESC 503.2.9.3 AND WSEC C408.1.3.2. 4. DOCUMENTS, MANUALS AND REPORTS REQUIRED BY WSEC C408.1.3 SHALL BE PROVIDED TO THE BUILDING OWNER WITHIN 90 DAYS OF RECEIVING THE CERTIFICATE OF OCCUPANCY. 5. A FINAL COMMISSIONING REPORT SHALL BE PROVIDED TO THE BUILDING OWNER PER WSEC C408.1.3.4. 6. THE BUILDING OWNER SHALL BE TRAINED IN PROPER OPERATION AND MAINTENANCE OF ALL COMMISSIONED BUILDING SYSTEMS PER WSEC C408.1.4. RECEIVED MAY 16 2016 '"''"'" o-.. ~ .. ,.,.o·· ll ~j: L_ V . :}'-~"'[:,·..;,. i\a -...... ;". +.~ \\_:~~-~Ls~• •·""-·'/ ,·\',~,--,, -11• llf•.;:;-:/:,-"s>:.:.,<l:t,;;/(fr. ,.:c'r" {,· . .". 6, ·,r•• •::::: I J-.,. .,\ :=-;• • ' ---· J""• ~:,\ ~,. . /~: • '0/,"'-.z:,~-,~1543 ,.,;, / ~i.l. •.-c\: •.,,,:1.-:.'1"\:-.~!~--\~:.· ·.:~~r;~•- DDEAN SHEET ENERGY CODE NOTES PLANN!NG DIVISION I JOB# 2016-RN BUILDING SYSTEMS MODERN Bl HLQING SYSTEMS INC. TELEPHONE: (503) 74iµ949 FAX: (503) 749-4950 P.O BOX 110, 9493 PORTER ROAD. AUMSVILLE, OR 9732S CHECI< OUT OUR WEB PAGE: --~terns.am © MODERN BUILDING SYSTEMS, INC. 2016 PROJ. 28' x 64' CLASSROOM KCDA RENTON SD ADDRESS 134030 144th Ave. SE, Renton, WA. 98059 SHEET# A 0.2 I DRWVF 1 DATE4/5/16 ,/---·-....'-., /~~., (2) (3) /-----. ( 1 ; \ / '---·-c/ ,(-------------------·-·-····-·-· ·---·--·----- WOOD BLOCKING ABOVE WHITE BOARD (FOR INSTALLATION OF PROJECTOR BY~-----·-, /·-,\ OWNER) (SEE SHEET A4.0 ELEV 2) // ------------------I ( A \ ,J ,J ,J ./ I --------------- \,_) 1' i' i' ----~ ------·::----~ ---------I 0 ~ I 6 / ,B--\ oo 1-1 ' . , , I ;.... ' _,J N ~ ' 0 ~ (") ~ 4x4WB 4x8WB 4x4WB ~ I ···············-···-················-·· . . ................... -..... ....... .. ..... ·-········ .... . . ..... . 00 I -NOTE, WHITEBOARDS TO BE MAGNETIC ~ ~ ~ i WITH MAPRAILS AND CENTERED ON WALL 0.: ~ ... <t_ • • ~~~~ ~f ~n· "' I MC)[} A ] ~----+=F=iJ1 l=l ~ 0 a. [_~_ 2 A ( \ \ A4.0) "--..__../ /~-,__ 0.: ~ .;_ ~ <-< 0.: >-~ •>- N I-" l7' ;.. I-+-J----------..J CLASSROOM A -1-(:·~' 0 ~ ' "' ',1_ ~ . ~ 0.. 0 >-~ I- ' ~ 'i----- \ ~ r----... k .. ~.) -t' EoDB-1 I-~ c•"°i 3 \ ,,/~-4~-........ /1 \ ;·--·····-·······--·····l \ S 4.3 / "T'FLOOR '\s4.3/ -'·T/ROOF NOTE: (2) FLAG HOLDER, ONE (1) FOR EACH CLASSROOM, SHIPPED LOOSE FOR SITE INSTALL ~ 'j ' I . I :: f- l I ~ t 4x4WB I----. :1 :: 4x8WB 4x4WB ELEC. PANEL ·,. -r-~ -- ;·-·---~~~,,~~ PROVIDE SOLID 2x BLK'G FROM 2'-0' A.F.F. TO 6'-6" A.F.F FOR OWNER INSTALLED IDF L -~\-- 2 x 4 PLENUM WALL W/ R-11 MINERAL WOOL BATT SOUND ---- ' \\ ., 1---.----" FULL HEIGHT WALL W/ R-11 I /-MINERAL WOOL BATT INSULATION -TYP. /'ec"\ ·-iiJll ,( 4 ,,_ 1! z w / SOUND INSULATION " 1 /·2···,. , ·, /! . '-., S 4.5/ '"T-- I CLASSROOM B - -~---~1 I A 1TYP. \J_ '/ (6) 5/8" DIA M.B.'S W/ NUTS (' 1 -'\_ I & WASHERS -1'-0" FROM \ s7) I L ___ ENDS, EA. SIDE OF \,s 4.v COLUMNS AND EQUALLY !7 ~ \ S 4.4 ! ..... ______ / 1, MECH. UNITB fu _LQ~ "~-FLOOR SPACED . (2) FIRE EXTINGUISHERS I I j 2A10BC.WALLHOOKAT I (4 / ./ MAX. 4'-0" A.F.F.(PLACED -//~1--, ' 1 & MOUNTED IN FIELD) I SIMPSON CS18 WI (6) ----""'.--~ --,, __ ;i', 0 "' '·\ S 4 3 ' S 4 3 1 ' 1 I I / , /i.__, l 1{1 N1o·s EACH END, FROM -, \.s4.4]7 <(_____1 \ i 2 \ ./ 1 ,-1' MIN. ADA CLEARANCE. TYP. STUD TO FLR RIM· TYP. / ~ROOF _ _ "-'/ ROOF .>'FLOOR -/-,! . / { 2 \ -------I J r ' -. £· I /, I I "S%4 · · / '\ I r-, --7~,-------...... 1 " . · ,r",\'-! \11. ,2i I ::-\ l .I I 1'. I'-------,__:___./ -,__ I ·-. FLOOR 61 -O" '/ 7j --,., I ' I ---- '.J L_A 'j I j . / I \ ·~. (i;:1 l-,.:-: I' (~, (Ai 1 -./ . ~ ' '-/ ' --10'-0" :,, 4'-0" k 4'-0;---:4'-0" l 4'-0"~ v 4'-0" 4'~0" 10'-0" 4'~-0" 6'-0" ! 7(-" ? 7[ /i /j 1 ..... ~ ... -~ 4' -0" '-,,/ -~ -4' -O" L 4' -O" 10' -O" Ti j- <t_ <t_ 1---\ FLOOR PLAN t~; _,._,, .. --- <t_ RECEIVED MAY 1 G 2016 cr:TV n:: tr:t·/TON • ...-: ... ;11-• .. t'\ \\_,''::.~As•• •~-'-/o\' v. ,,,,·1i';::.J1/• ';.;..' / ... "'"' ~....,.., , i;;-;_-/r~ :~-(!:; {/, ... ,,-._ -,.,-,,~. .:.::1 !' / l'f:-:';. ii \ ~· 1zc '.-;,\ ~,. /~• •'0"'-./. 21543 //:;II • .J:s}B..~::~~':." .•• 10\,\\. f~':.· .......... - REV. DESCRIPTION DATE BY IJDEAN SHEET FLOOR PLAN PLANN!NG DIV!S1Cl'J0B# 2016-RN 3 CONSTRUCTION NOTES 06/30/15 VF REUSE OF DOCUMENTS THIS DOCUMENT ANO THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF MODERN BUILDING SYSTEMS INC. ANO ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER USE OR PROJECT WITHOUT WRITTEN AUTHORIZATION. BUILDING SYSTEMS MQQERN BUILDING SYSTEMS INC. TELEPHONE: {503) 749"'!M9 FAX: (503) 749-4950 P.O BOX 110, 9493 PORTER ROAD. AUMSVIU..E, OR 97325 CHECK OUT OUR WEB PAGE.: www.modembuildng&)'Sl8ma.oom © MODERN BUILDING SYSTEMS, INC. 2016 PROJ. 28' x 64' CLASSROOM KCDA RENTON SD ADDRESS 134030 144th Ave. SE, Renton, WA. 98059 ORWVF SHEET# A 1.0 DATE4/5/16 REFLECTED CEILING PLAN NOTES DIMENSIONS TO FLOOR, WALLS AND CEILING ARE TO FACE OF FINISH (U.N.O.) REFLECTED CEILING SYMBOL LEGEND [)<::I 2' x 4' FLUORESCENT LAY-IN FIXTURE D WALL MOUNTED LIGHT FIXTURE CEILING MOUNTED OCCUPANCY SENSOR ~ ,,,,.---..,-.... ~--/ 3\ /~·""' / 1 \ \, ) / 2 \ I ' f5> AUTOMATIC DAYLIGHT SENSOR I I ', ) __ ./ I ,_ r;1' -5 3/8" /--t;,:'~_z_ , ' j I "'I ( A : ! I . ~ I . JI I i . ! ! j ' I I ' I ' I ' I I I I I ,-i ' ' j . i~ ,· ., I ······ I I '1 "-.._,_,, : Ii .i I 111 I I I I ! ll · I I I I I/ · I- I 4 ' I '' I 1 · I / ·-, ! ' ·-1 I l\1 l l 1J 1W\ ii 1 I I I I I //-.... ' I 1 1 ,/;< I I. I I ' I I I ; I 111 I i i I ' --' I ( C ) ' I !1 j I I ! I ! I , I ,._/ ! • I (1\B.EFLECTED CEILING PLAN RECEIVEC \_j 3/16" = 1'-0" · . MAY 1 6 2016 ~."'''"'''''''''''IT I I ' ----: . . -.. . ! , \\/1 ! \ /, II I J 1·\//1 Lil L\IW ·n·· ! ! ]! • '/ i i • j ,' 1 ': ( i l ,: I j ! ' : i i ,:-, , 1u w ....... L CLASSROOM AL· 1 .. \J ..... i I CLAS RO MB ..... : ! : . . 1 1 -~ uLii:l , .. ~/, , /~~, 1 ! i --~,, 1 , \, , : \] I 1 /! ,.~--/: 1 ,---1 - 1 ft f~-==11-=~; -'./' . V C '~-1' =-'~~ t{. 1 ··._! I I I I ', ' I ' I I ,, I ,_/\1 ,.;;, I I. [(}L l/\i •. ·. uy I, I " I: 1 / ,j I ----+ !~ QS . ·----··-! '·--.. -- \ .I ~ ,__ ', : j i ' ., I I i,/ \I ! ., L l ' + I ' ' _j !:!!.•~"-' .r,-V,,!""'"'.ii~""'P!.I DATE BY ....... /.) ... •,\\ .\. \.A,,;,) • • ''\ ----~-------, -·./1 • •. "-~...-:'e\·.W ;,:J1>--, (/• . •. ::-: /"-"", .--:--,-... 'ir,.~·~:. .,.,, :,: {:,,. ,-,, ',. \ ·.,'' .. 11(.:::-r,: ~f' sf-,. \ ;," :-\ ~· JzC • ~,\ ~;, . I ;e i, • ·1-:. 21543 1 ·""-' • • 0 '/{·· . ,,;;;/ ". •.!:s,~.:;0.~<,"~ ..• [()_\,\\, \~· ......... REV. DESCRIPTION aaEAN BUILDING SYSTEMS SHEET REFLECTED CEILING PLAN·;N;;,c=:;;~1;;0~-JJOB# 2016-RN ~ ' _ _J --r-1 :::f=~--- ! -··· -------------------·····-------------------·· -· -[ ·····-------· · -r··············· ~~J~~~~il~~~~IE~ WR1TIEN AUTHORIZATION. PROJ. 28' x 64' CLASSROOM SHEET# MOOERNBUILDINGSYSTEMS INC. KC RENTO SD TELEPHONE: {503) 749-4949 FAX: (503) 749-4~ DA N --A 1.1 P.O BOX 110,9493PORTER ROAD. AUMSVILLE.OR 97325 @'::6';,~,~r0:o":V~~~~~~"'-•= ADDRESS 134030 144th Ave. SE, Renton, WA. 98059 DRW VF DATE4/5/16 ,....-.. ,, / 1 ; \ / , ___ __..., I ; Ll DD l I I ! I I i : I ; i i i j ~ 11 I _ i I I 111 REV. DESCRIPTION DATE I --i ! 111 (~2 '-. ( i '" ! , .. _r.,.._,, DD:11111,' 11 I ' ' ' I I 111 \ I I I ! I \ / / 1-TT.rrr . :,_\'-l . i . ~ i\.. . \ \ r-\ FRONT ELEVATION 1 -------------------<,) 3/16" = 1 '-0" /-~ DD I . I r 1111 '---PT 2 x 8 x 16'-0" UNDER DOORS IN PLACE OF SKIRT RIM DD . 11 Lil ,,...--··-....."\ .r/ C \ ' I \_ / (_A ___ \ \ I ' I r B" I ' ' I "1--·/ '·-~---- -==11i1 j I I 1 l I ill Li-11---f- I I l f T 1 -i ' ' ,..._ ,/ ~ Roof/ Plate ~'\ -8,-:-1 1/8" ~• r-.-tttt .~ I I I~ -I I I I ' ' IL \ I I \ \ · 1,1~ ~~ CORNER BATI -TYP. BY 11 I I l I' -, .I u J_ l,!i- -1·111 ~ ~I I ' I''! 11111 'I,,· _ l 11'1 _ I JJluu 111 --~ PT 2 x 8 x 8'-0" UNDER DOORS IN PLACE OF SKIRT RIM · /-, RIGHT SIDE ELEVATION ( 2 \--------------- ·-j 3/16" = 1'-0" Fin.-Floor --'· --0, -O" CJ '\ \ \ 0-Grade ~ -2' -6" , REUSE OF DOCUMENTS UUEAN SHEET EXTERIOR ELEVATIONS THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE THE PROPERlY OF MODERN 8Ull01NG SYSTEMS INC. ANO ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER USE OR PROJECT WITHOUT WRITTEN AUTHORIZATION. BUILDING SYSTEMS MODERN BUILDING SYSTEMS INC TELEPHONE: (503) 74~949 FA.X: {503) 749-4950 P.O. BOX 110, 9493 PORTER ROAD. AUMSVILLE, OR 9732S CHECI< OUT OUR WEB PAGE: www.rnodembuildingsyst&m&.com @ MOOERN BUILDING SYSTEMs, INC. 2016 PROJ. 28' x 64' CLASSROOM KCDA RENTON SD ADDRESS 134030 144th Ave. SE, Renton, WA. 98059 ---// '\, ( 3 j ', _____ / i Roof/ Plate 1/1'', a· -1 118" c• l++-Hil---WINDOW TRIM -TYP. Fin.-Floor •·, O' -O" CJI --,, 0 -Grade ~ RECEIVED MAY I 6 20'S C~YV rr: r,r:~,·w"~· PIANN'N"' o· ;~I JOB# ' '-' IV i;':l Vf'I SHEET# -2' -6" ~~ . .-,~\\ \_ hA.,~• •-'\ -----'ft. •·""Iv>_.,.,.~ w ; ... ,·,;-7:~(,,_. ~:;::/:o..."· !_,--:·-;·>. 1,;>~\~1,. :_"-'!'' f,,, ,, ''"'"·• .~! ,~. \z• • ~ -J • • .,.\ .,I,:, ;.__.It •.,:~--'\ 21543 .. //;,.• • :_.;/ ,.1,.... ..,. ~ • ;t. ""--U;i-,·1-,·~:..-,..,_... ••\~-,:;·,\;. ri';. ................. 2016-RN A2.0 DRWVF DATE4/5/16 REV. DESCRIPTION /--·~" ( 3 ) \,l_J 111111 I DATE 11 TT1TT J rTTTJIJ 111 -~, / ' / A \ ! j ' ,,/ '-.,__,........, _CjE :H !Ii I 1 I I' '- I ---.,., 1 ,-r · ······ F·· I .. ... 1 1 .... ··· l11-· . -·· -- I I I ; 11 I I ! ! I I I · i , I , I i 1 I I I ! i I I ' i I I I i i i ! I : I , , I i I I i 111 ·~ ' . J_ ' 1 1 1 11111 1111 I l . i i-111 :;.;;, (1, REAR ELEVATION \J 3/16" = 1'-0" /.----~,..__\ r B i \ I ', / ··r I ill =8~ [ I ! ! I I , I 111 I I ' a, /------..,, I C \ \ J ~/ l 1 llf I;. Roof/ Plate •"'· ii , _____ TY: 0 1~~1~~~~ \ .• , 1 i LOCATION i i MOD BATT W/ (2) ROWS OF 6d AT 6" O.C. -TYP. l I ! ! I I I ! ' !l-,ii UJJ, 1 1 i 1-W+~1 mw 1 1 mii1 ii~;: H1 1f~ ·f,tt1+r"1 rrr1 ITTITTIT1 TI]. ___ Fin.-Floor •·\ O' -O" <• \ PT2x8 8'0" · ~ ' . . x • UNDER DOORS \, 0\LEfJ:$11:)l=ELEVATIO~N PLACE OF SKIRT RIM \ 0 -Grade , _ _, 3/16" = 1 '-0" ·---·-·---------- -2' -6" ~ BY REUSE OF DOCUMENTS IIDERN SHEET EXTERIOR ELEVATIONS . -----·--··-···------·-··---·-.... ·--·-·-····-····-·--------·-----~---·--····~-·-·····-·-··----+-····-····-··· THIS DOCUMENT ANO THE IDEAS ANO DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF MODERN BUILDING SYSTEMS INC. AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER USE OR PROJECT WITHOUT WRITTEN AUTHORIZATION. BUILOING SYSTEMS PROJ . 28' x 64' CLASSROOM MODERN BUILDING SYSTEMS INC. TELEPHONE: (503) 749-4949 FAX: {503) 749-4950 P.O. BOX 110, 9493 PORTER ROAD. AUMSVIU.E, OR 97315 CHECK OUT OUR WEB PAGE: www.mooembuikfingsystems.com © MODERN BUILDING SYSTEMS, INC. 2016 KCDA RENTON SD ADDRESS 134030 144th Ave. SE, Renton, WA. 98059 //---·-,""" / 1 \ I • ' J ' / '--.--- ········11 , I I I I I I ! 11 RECEIVED MAY 1 6 2016 C'."fV Oi= RIENTON PLAN~'.!NG DIVISION ___ Ro~f-/ :~~~~ -~,i -, ' Fin.-Floor S 01 -O" \, \ 0 -Grade ~\ -2' -6" \,. .~, /~-. •·,\'.•As··• •·''\ -------.'-,I;• ·~"'/\1\' y, .\.~·,:;:, (/• :C1i~~~-t.,-~~-;;:· 1r.t\%~ •~ : ':". · • l z_, • l i it •..-:.\ "1::, /~• • ~ '-. 21543 /_(._,. • V _,/. ,-\· / -.:.·• • ,..~·_, .. '4/~l::::u:5~<-,,~ ··-:'tr;,\,\\. f.~. ·------ JOB# 2016-RN SHEET# A 2.1 DRWVF DATE4/5/16 REV. FLOOR CONSTRUCTION FINISH: NONE (INSTALLED BY OWNER) BASE: NONE (INSTALLED BY OWNER) UNDERLAYMENT:NONE SUBFLOOR: 23132" APA RATED SHEATHING (ACTS AS 1 PERM MAX. VAPOR BARRIER) (ACTS AS AIR BARRIER) JOISTS: 2 x 8 DF #2 AT 16" O.C., DBL. 2 x 8 AT ENDS RIM JOISTS: MURPHY LVL 3100 Fb -2.0E, 1.5" W x 7-114" D (ESR-1387 & ESR-2913) OFFSET RIMS: 2 x 4 INSULATION: R-30 U (2 LAYERS R-15 FIBERGLASS BATTS) BOTTOM CLOSURE: FS-25 EXTERIOR WALL CONSTRUCTION PLATE HEIGHT: 8'-1 118" SIDING: 19132" DURATEMP T1-11 W/ 8" VERTICAL GROVES PROVIDE FULL HEIGHT 2" x 2' GALV. FLASHING OVER DURATEMP SIDING & BEHIND CORNERS TRIM AT ALL CORNERS NON-STRUCTURAL SHEATHING: 5/8" TYPE 'X' GYP. SHEATHING PROVIDE 12" WIDE FULL-HEIGHT 2-PLY BARRIER WRAP OVER - GYP. SHEATHING AND BEHIND DURATEMP SIDING AT ALL CORNERS PROVIDE 2-PL Y BARRIER WRAP OVER GYP. SHEATHING & UNDER DURATEMP SIDING AT LOW EDGE OF EXTERIOR WALLS ALL AROUND -MIN 112" A.F.F. AND LIP 8" BELOW BOTTOM OF SIDING STUDS: 2 x 6 HF STUD GRADE AT 16" O.C. INSULATION: R-21 U (FIBERGLASS BATTS) ALL HEADERS TO HAVE MIN. R-12 RIDGID INSULATION BETWEEN HEADER AND EXTERIOR SIDING OR SHEATHING. SEE DOOR & WINDOW SCHEDULE FOR SIZE. INTERIOR FINISH: 1/2" TACKBOARD OVER 518" TYPE "X" GYP. BD. SHEATHING (ACTS AS 1 PERM MAX. VAPOR BARRIER) (ACTS AS AIR BARRIER) SKIRT: MATCH SIDING DESCRIPTION DATE BY INTERIOR WALL CONSTRUCTION PLATE HEIGHT: FULL HEIGHT WALL STUDS: 2 x 4 HF STUD GRADE AT 16" O.C. (U.N.O.) WITH R-11 MINERAL WOOL BATT SOUND INSULATION INTERIOR FINISH: 112" TACKBOARD OVER 5/8" TYPE "X" GYP. BD. SHEATHING (ACTS AS 1 PERM MAX. VAPOR BARRIER) CEILING NOTES CEILING HEIGHT: NOMINAL 8'-0" (U.N.O.) SUSPENDED T-GRID WI ACOUSTIC TILE (REF: MFR'S INSTALLATION DATA) INSTALL SUSPENDED CEILING PER IBC, ASTM C635, C636,ESR-1308 AND 401 DATED 10109 ATTACH LIGHT FIXTURES TO CEILING GRID WI (4) #6 x 1" STSM SCREWS ATTACH HVAC DIFFUSERS TO CEILING GRID WI (4) #6 x 1" STSM SCREWS LIGHT FIXTURES SHALL BE INDEPENDENTLY SUPPORTED BY 12 GA. WIRES AT OPPOSITE CORNERS ROOF CONSTRUCTION ROOFING: FIBERGLASS COMP. SHINGLES OVER (2) LAYERS 15# FELT (MIN. CLASS B), (6) STAPLES ICE AND WATER SHIELD OR MOP MIN. 2'-0" INSIDE WALL LINE AT EAVES SHEATHING: 7/16" O.S.B. (24/16) (ACTS AS AIR BARRIER) FRAMING: 2 x 10 HF #2 AT 24" 0.C. BEAMS: (2) MURPHY L VL 3100 Fb -2.0E, 1.5" W x 24" D (ESR-1387 & ESR-2913) INSULATION: R-38 (CELLULOSE) W/ FS-25 (ACTS AS 1 PERM MAX. VAPOR BARRIER) OVERHANG: 6" ROOF PITCH: 2 IN 12 RIDGE VENT EXTERIOR NOTES . CORNER BATTS: 1 x 4 FASCIA: 1 x 6 BARGE: 1 x6 GUTTERS: 5" K-LINE (PREFINISHED) DOWNSPOUTS: 2" x 3" PVC RECT. (PREFINISHED) RECEIVED MAY 16 20'.5 CtTV OF RENTON PlANNING DIV!SION JOB# .._.11: ...... ..!,\\ \. 1,,1,,,•. • ,'\ .,-,-... -·./1. +..:...,.'<;i/:of \\ "·~t;1 ":-..... (/• •--·, /"'"' .~-~ \_,'-' -_s;_, :_ -";//' tif .. ,:-, '','\'!;.~-• .:? f . ,.:::,, ,__ I :z .• • \ -I • . ~.\ ~,.. /_". • • .-;, \. 21543 / .,. .... ,_ .. ~f.~,~<iL':JI~~i~\~ •.:-.:-·; ()\ \' \'~ .... ·-ti~--· ····-··-···-···· : ··---··-·--·-··--·-·----·----·--··--·--·· ....... .i.... ------------·-·--·--·l·------1 :~s~u~f~~T1HE IDEAS AND IJDERN SHEET FINISH NOTES 2016-RN DESIGNS lNCORPORA TED HEREIN ARE · ··· -·-----···---·---·----------------·----····· ------------l·-·-·· ························· ................... i ... · -·········1 THE PROPERTY OF MODERN BUILDING SYSTEMS INC. AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER USE OR PROJECT WITHOUT WRITIEN AUTHORIZATION. BUILDING SYSTEMS MODERN BUILDING SYSTEMS INC. TELEPHONE: (503) 749-4949 FAX: {503) 749-4950 P.O BOX 110. 9493 PORTER ROAD. AUMSVILLE, OR 97325 CHECK OUT OUR WEB PAGE: www.modembuildlllgsyi;.lems rom @ MOOERN BUILDING SYSTEMS, INC. 2016 PROJ. 28' x 64' CLASSROOM SHEET# KCDA RENTON SD A 3.1 ADDRESS 134030 144th Ave. SE, Renton, WA. 98059 1 DRWVF 1 DATE4/5/16 DOOR SCHEDULE Mark Width I Height I Thickness Swing Core Lite Size Lite Glass I Face Door Finish Frame Type Frame Finish Throat R.O. Type Hdw Group Fire Rating Door Header U-Value Remarks 1 3' -o· 6' -8" l 1 3/4" RHOS HM --I ' MTL PT HM PT 7 7/8" A 1 -4 x 6 DF #2 .22 2 3' -011 61 -8" ! 1 3/4" LHOS HM --I MTL PT HM PT 7 7/8" A 1 -4 x 6 DF#2 .22 3 3' -O" I 6' -8" I 1 3/4" RHOS HM --I MTL PT HM PT 77/8" A 2 -4 x 6 DF #2 .22 4 3' -O" 6' -8" l 1 3/4" LHOS HM --I MTL PT HM PT 7 7/8" A 2 -4 x 6 DF #2 .22 NOTES: 1. CAULK AND SEAL ALL EXTERIOR DOORS 2. ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT (U.N.O.) 3. ALL DOOR LEADS 4-1/2" U.N.O. 4. ALL DOORS TO HAVE A OPENING FORCE NOT EXCEED 5 POUNDS WINDOW SCHEDULE Mark I Count I Width ~ Height Type Frame Glass I SHGC I U-VAL I Air Leakage I Ext Trim i Int Trim Window Header I Comments A I 4. I 4' -O" 4' -o· XO VINYL DUAL/ LOW E / SOLAR TINT/ TMP I o.30 I o.30 l.18CFM/SF I 1x4 I AO 4 x6 DF #2 I METAL MINI BLINDS I NOTES: 1. CAULK AND SEAL ALL EXTERIOR WINDOWS HARDWARE SCHEDULE GROUP#1 GROUP#2 GROUP#3 GROUP#4 GROUP#5 GROUP#6 GROUP#? 1-1/2 PAIR BUTIS 1-1/2 PAIR BUTIS PANIC/LEVER (SARGENT) LEVER/LEVER (SCHLAGE) RECEIVED W/LOCK W/LOCK CLOSER CLOSER MAY 1 6 2016 WEATHER-STRIP WEATHER-STRIP DOORBOTIOM DOORBOTIOM CtTV o;: RENTON 1/2" MAX. ACCESSIBLE 1/2" MAX. ACCESSIBLE THRESHOLD THRESHOLD PLANNING DIVISION . ABBREVIATIONS ..... ~ .. .!\\ \. h,ts~• AL ALUMINUM CLR CLEAR HB· HARDBOARD LHR LEFT HAND REV. RHR RIGHT HAND REV. TIP TAPE, TEXTURE, PT ... " /·--. ·-I;+ ·~)/:'(')\' \{ ,,.,·,,1;;. ..... <-• AFF ABOVE FIN. FLR. cs CAULK&SEAL HC HOLLOW CORE MTL METAL SC SOLID CORE VWS VINYL WRAP SURR. ••. ', ,-.... ',;· ,..----,•, ,;->,_ •,5)_. ,rec!:--,-:'"''• AO ALPINE OK FGL FIBERGLASS HM HOLLOW MET AL NRW NARROW (LITE) SF STOREFRONT WD WOOD ,.-.::.:r-: {f ~· 1\:::--,. .~r ~. )Z• BA BRONZE ANODIZED FP FACTORY PRIMED INS INSULATED PF PREFINISHED STN STAIN WLD WELDED • 1 j • BV BOTIOMVENT FPT FIELD PAINTED KD KNOCKDOWN PT PAINT TIM TIMELY FRAME ~<\ ~,-, iec• ~ ,_ 21543 / .• .:...., • CDR CEDAR LH LEFTHAND RH RIGHT HAND TMP TEMPERED • 0"-/..... ,,,/...::-·• • /·."-tC1~·Tr>:-,"\,~ • ·8,. --·-_,,, ... Ir;\,\\.\ .•• ........ REV. DESCRIPTION DATE BY SHEET SCHEDULES JOB# 2016-RN REUSE OF DOCUMENTS M9!t!=svl3!i THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE PROJ. 28' x 64' CLASSROOM SHEET# ·······---·-··-THE PROPERTY OF MODERN BUILDING SYSTEMS INC. AND ARE NOT TO BE A 3.2 USED IN WHOLE OR IN PART FOR ANY MQPERN BUILDING SYSTEMS INC. I OTHER USE OR PROJECT WITHOUT KCDA RENTON SD WR1TIEN AUTHORIZATION. TELEPHONE: (503) 7"49-4949 FAX: (503) 749-4950 I P.0 BOX 110, 9493PORTER ROAD.AUMSVlu.E,QR: 97325 I ORWVF I DATE4/5/16 CHECK OUT OUR WEB PAGE.: www.rnodembuikf,ngsystems.o:::rm ADDRESS 134030 144th Ave. SE, Renton, WA. 98059 © MODERN SLQLDING SYSTEMS, INC. 2016 FASTENING/SCHEDULE MINIMUM NUMBER OF NAILS FOR WOOD MEMBERS (EXCEPT AS NOTED ON DRAWINGS) DOOR ROUGH OPENING SCHEDULE CONNECTION NO./ SPACING . 0:: RIM JOIST TO FLOOR 3 PER JOIST EXTERIOR DOORS 0 0 JOIST TO JOIST 2 ROWS AT 12" O.C. ...J BLOCKING 2 EACH END A METAL DOOR WI HOLLOW METAL FRAME (WELDED) u.. R.O. WIDTH CALL SIZE+ 4-112" STUDS TO PLATES -END NAIL 2EACHENDAT2x4 R.O. HEIGHT CALL SIZE+ 2-118" STUDS TO PLATES -END NAIL 3 EACH ENDAT2x6 B DBL. METAL DOORS WI HOLLOW METAL FRAME (WELDED) BLOCKING 2 EACH END R.O. WIDTH CALL SIZE+ 4-112" ...J JAMB STUD TO 4x HEADER MIN. 4 EACH END R.O. HEIGHT CALL SIZE+ 2-118" ...J ~ JAMB STUD TO 2x HEADER MIN. 2 EACH END C STOREFRONT DOOR STUD TO STUD (CRIPPLE, ETC.) 8"0.C. R.O. WIDTH CALL SIZE+ 4-112" UPPER TOP PLATE TO LOWER 2 EACH SIDE OF STUD R.O. HEIGHT CALL SIZE + 2-118" TOP PLATE TIMELY SPLIT MEDIA DOOR BOTTOM PLATE TO FLOOR 2 EACH SIDE OF STUD D R.O. WIDTH CALL SIZE+ 1-114" RIM JOIST TO RAFTER 3 PER RAFTER R.O. HEIGHT CALL SIZE + 1" RIM JOIST TO TRUSS MIN. 2 PER TRUSS E1 METAL DOOR WI WOOD FRAME (PEASE & STANLEY) (INSWING) u.. RAFTER TO RAFTER 2 ROWS AT 12" O.C. R.O. WIDTH CALL SIZE + 2" 0 BLOCKING 2 EACH END R.O. HEIGHT CALL SIZE + 2" PROJECT DATA LIST 0 0:: 2 x4 LEDGER 2 ROWS AT 6" O.C. METAL DOOR WI WOOD FRAME (PEASE & STANLEY) (OUTSWING) 2x BRACE TO RAFTER 4ATRAFTER E2 R.O. WIDTH CALL SIZE + 2" BUILDING SQ. FOOTAGE: 1771 S.F. . NOTE: ALL FASTENERS ARE 12d (.131) R.O. HEIGHT CALL SIZE + 1-9116" EXT. WALL LIN. FOOTAGE: 182 L.F. STOCKER DOOR INT. WALL LIN. FOOTAGE: 40 L.F. · F R.O. WIDTH CALL SIZE+ 2-114" PROJECTED ROOF AREA: 1889 S.F. R.O. HEIGHT CALL SIZE + 1-318" STANDARD SHEATHING FASTENING -U.N.O. G . METAL DOOR WI HOLLOW METAL FRAME (KNOCK-DOWN) . R.O. WIDTH CALL SIZE + 2" FROM ESR-1539 JULY 2011 R.O. HEIGHT CALL SIZE+ 1" . SPACING TYPE MIN. LENGTH INTERIOR DOORS FLOOR SHEATHING (UNBLOCKED) HOLLOW I SOLID WOOD DOOR WI WOOD FRAME OCCUPANT LOAD CALCULATION 23132" CDX OR O.S.B. OR 6" EDGE 8d(.113) 2-318" 1 R.O. WIDTH CALL SIZE + 2• CLASSROOM A: (860 S.F.) I (20)= 43 STURDI -FLOOR T&G 8" FIELD RING SHANK R.O. HEIGHT CALL SIZE + 2-118" CLASSROOM B: (860 S.F.) I (20)= 43 2 TIMELY FRAME TOTAL: = 86 R.O. WIDTH CALL SIZE+ 1-114" SIDING (ALL EDGES SUPPORTED) R.O. HEIGHT CALL SIZE+ 1" 19132" T1-11 6" EDGE 8d.(.113) 2-112" POCKET DOOR 12" FIELD GALVANIZED 3 R.O. WIDTH 2 x CALL SIZE + 2" R.O. HEIGHT CALL SIZE+ 4" ROOF SHEATHING (UNBLOCKED) 4 Bl-PASS DOOR 7116" O.S.B. 4" EDGE 15 GA. STAPLE 2· R.O.WIDTH CALL SIZE 8" FIELD MIN. 7/16" CROWN R.O.HEIGHT CALL SIZE + 2-1 /8" ~ .... ) .. ~\\ ,\. h,t,•• Bl-FOLD DOOR • ·"-~-~ ·· /1 • 5 RECEIVED ·~c'/:'Q\ )'i [,,~·1:?t~(-~.• R.O. WIDTH CALL SIZE ...... / .. .'""' ',-.-~ '. t;·: .,__1::, R.O. HEIGHT CALL SIZE + 5/8" :cri' ~i 0S1~ .-...... , _, ) z· MAY 16 2016 -i --:-' -·• NOTE: ALL TRIMMER HEIGHTS= R.O. CALL SIZE MINUS 1-112" • ; j • ~~\ ,I,. '~· Ct:V O'F REi'jTQN .t '" 21543 • /'-:;• ·-:}~--~{~1.:~f~>.,~ +-;-\,·1rJ\, i r>':. PLANN!NG O!VlSJQN .. ,\, .. ...... -. REV. DESCRIPTION DATE BY SHEET DATA SCHEDULES JOB# REUSE OF DOCUMENTS ~Ae!!!:sv'3! 2016-RN THIS DOCUMENT AND TI-IE IDEAS ANO DESIGNS INCORPORATED HEREIN ARE PROJ. --····--···--------.. ---····---------···---·-THE PROPERTY OF MODERN BUILDING 28' x 64' CLASSROOM SHEET# SYSTEMS INC. ANO ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY A 3.3 OTHER USE OR PROJECT WITHOUT MQQERN Bl/IL DING SYSTEMS INC KCDA RENTON SD WRITIEN AUTHORIZATION. TELEPHONE: (503) 749-4949 FAX: (503) 749-4950 P.O. BOX 110, 9(~ PORTER ROAD. AUMSVILLE, OF! 97325 CHECK OUT OUR WEB PAGE: www.modembu!ldingsystems com ADDRESS 134030 144th Ave. SE, Renton, WA. 98059 I DRWVF I DATE4/5/16 © MODERN BU1LDING SYSTEMS, INC. 2016 REV. I,,. 4' -O" , 5' -o· 1s· -o· . ~ ~--~ 7, ~ ~I ~ _;, 2' -6" i,. 2' -6" -t 4' -O" 4' -O" ~ 4' -O" -/-4' -O" I_ "[-~I i I ' -------l ! I I Io =:J:~:~] I I I ;'..~ ',,: ! I. ! .. ' ., '-e:J" ,·. -~~ ,_ \ L~L · ~ : 11 ic=:J ·r, ~ r-- 0 f... ~~ 7 :1u:r;J:~ ~l · 11 TI JJJ i l IT ~ -i--,. -rrJJc 1--T~~ITT I , . + . • . T ~ t KICK BOARDS UNDER NOTE: CLASSROOM A SHOWN I!= DESCRIPTION 0 CASEWORK -TYP. CLASSROOM B REVERSED) ,, i' ! I ,1 \) ! /' 1' C) ......... ,J ......... . r-1' ! (-j' TYP. CLASSROOM CABINETRY \ __ , 1/4" = 1'-0" BI~:°-'"--PROJECTOR BRAGET (BY OWNER) ............ ,,. ___ ;;;.;;;;~ ----. -· .. -------····--····-·-···--. ' . '\ '...__ PROJECTOR , (BY OWNER) :, ', WOOD BLOCKING !l n== co co • ' 1~ l i ' . " St I! st 4' -O" 8' -O" k 4 -0 li ,., 1 71T I ~ , I <O '-j ' r' i' ~--~ . <t. ':_~ AUDIONIS(RACE~A~:~NLY) lfE, JL I '\\_ DATA (RACEWAY ONLY) co I ns . ~ D "' ' ,, j NOTE: CLASSROOM A SHOWN CLASSROOM B REVERSED) :2, TYP. CLASSROOM PROJECTION WALL \ __ / 1/4"=1'-0" DATE BY REUSE OF DOCUMENTS THIS DOCUMENT AND THE IDEAS AND DESIGNS IN CORPORA TED HEREIN ARE THE PROPERTY OF MODERN BUILDING SYSTEMS INC. ANO ARE NOT TO BE USED IN WHOLE OR 1N PART FOR ANY OTHER USE OR PROJECT WITHOUT WRITIEN AUTHORIZATION. DDEAN BUILDING SYSTEMS MODERN BUILDING SYSTEMS INC TELEPHONE: (503) 7,49-4949 FAX: (503) 749,.,4950 P.O BOX 110. 9'93PORTER ROAD. AUMSVILLE, OR 97325 CHECK OUT OUR WEB PAGE.: www.modembrnk:hngsystema.com © MODERN BUILDING SYSTEMS, INC. 2016 > ~ ,, 1,. .. //1\~,-.... <7, / I ,-....._o -'!-.---r---:~·1··· --····.:._· -II r--.--,, ---- '-!-( ! ',,,,, ~://·/·-....... ,~---.. 1, (2) COMPARTMENTS _____ J'",~./// '·,. __ --. /J', / \. _/_ ... J-·--;--·· W/ FIXED SHELVES j~l[\c,,,__ ,,.-/1 ··,.\ . ! ,;(:~JI .,. >-.>~r--' CLOSET W; HANGER ---~ ?"-· :C:Jl[;'"_::--\1 ROD AT 48 A.F.F. i / ll~\~""-~I 0 • f... / / / ' ' ~---~: / --'-----L- 1 '\\L;7··· CAM LOCK EACH DOOR ~j , .. -'?"·11 ·:~,JI WI (2) KEYS EACH. I \ ,i ,,,. , ii ! \ ii ' ;!.\ !i (4) ADJUSTABLE I \)I(,, 11 9 f... '1 f' I 4'-0" } I . SHELVES ii -'. q -c~v~: <,,,,_,~~l~::1l~// '•,,, (:3'\ TEACHER CABINET \ __ , 1 /4" = 1 '-0" INTERIOR ELEVATION NOTES 1. DIMENSIONS TO FLOOR, WALLS AND CEILING ARE TO FACE OF FINISH (U.N.O.) 2. PROVIDE WOOD BLOCKING FOR ALL ACCESSORIES MOUNTED IN GYPSUM BOARD PARTITIONS. MAINTAIN INTEGRITY OF FIRE RATING WHERE ACCESSORIES ARE IN RATED WALLS. RECEIVED MAY 16 20\6 CITY OJ= REMTON PLANN!NG D\VIS!ON .~~-.t,1:\ 0::_i:-ls~• •3-' ./or v; .~ , .... --: .. ·.11<• ;+"/~-•,Y ,·:~·~.:·/18:,<t. ,.:c., ;,, {,·f, ·" '''-,,,,. .~ I !.,. "' I\~ ... • l ~~-l z .. • \ & . • ._,.,;-\ ,q;, j_ II • '0/>,_f,, .. 21543 .,::, _/,!:f. •. 6,>t .. e1~·ni0~,... ,-: At• •-:· 1 (;111. \:~· -....... -. SHEET INTERIOR ELEVATIONS JOB# 2016-RN PROJ. 28' x 64' CLASSROOM SHEET# KCDA RENTON SD A4.0 ADDRESS 134030 144th Ave. SE, Renton, WA. 98059 j DRWVF I DATE4/5/16 .,..----, /~, i 2 \ \, ___ .... / .,..--", / 3 \ ( / \ / '-~- ( 1 1 l / \ _, ,, ___ ... / -------,(- 32'-0" ! i ,(- -5' -O" <t_ 5< O" <t_ 5' -O" <£. 5' -O" <£. 5' -O" <£. 5' -O" <£. 5' -O" <t_ 4' -6" ! ~----' --;----L. I ~ L, V ,:-I I r 1 7I ~ I 64 1 -011 7\ . z 4' -611 ~-~ ~ / S-~ <t. S-~ <t. S-~ ~ I I I /----, I I 'A\'1 '1 ~ I i I t\ j i' i' ~ lh I II L::'.J-= L.1::...J--= L..::..Jt= L.1::...J--= C::::.J= L..:::J=--;' L5?Jf= C::::.J= L.1::...J--= IC::::.J= L.1::...J--= L.1::...J--=11 I ;:II '-.. __ / / .. ----."-,. cc I B I ' I ,, \ I t--- \ / N ------·' • ~ ~ <C : ' 6 ! ";-j<.:tl~ O') ~ I b ~ ' O') ~ • ~ ~ m I ~ ~ ' co ~ • ~ ~ ' co 4x8 DF #2 4x8 DF #2 I -----·--u__o------rr_u----·----Lill------u __ IJ ___ _ [LJJ---,-----LLll------·--u __ IJ-----------co:r-·------u::u-----------TIIJ- 5' -O" <i_ 6' -O" <i_ 6' -O" <i_ 6' -O" <i_ 6' -O" 1' .. .. )( )( .( I ' I I i i <t_ 6' -O" <i_ 6' -O" <t_ 6' -O" <t_ n' -n• <t_ n' -n" <t_ )( )( . . .( . . l 5' -O" • 1111/1_2~ f8l \'\,~:~;~ f8l---=1: f8l --00----B3t--n:::n_(2) 1-1/2" X n::Jl -~ IT'.IJ 7-1/4" LVL Lr1J +-R=ll ~\ '\ S 4.1) )(__ 1 . i4x8 DF #2 1 ·,,~T-'-), S 4.1 } ' ! ! . '"',.,; _../ L ----·•·-' \. -,S4.0f _________ _,.. __ f[l1 _______ 1 ··--.. J:01 .... _ _ __ r:cn_ __ _ _ _ _ ffl] ___ ......... __ __ _ffJJ_ ............. , .... ·-_ .. __ r:cn_ ___ _ ______ JTI1. TIE-DOWN STRAP TYP. AT (16) PLACES ·····, ' /2 '\ /e-' -:-:--:, -.\S4.~ "' 4x8 DF #2 ' ........ 1:01 ·········-L_ _ _r::c:::r:1_ .... /~-P.T. 2 X 4 X 2'-0" L w/ #5 X 1'-6" DRIVE PIN -TYP, /·-1--, I \ "-\S4.2/)/ c--<' RECEIVED MAY 16 2016 CITY OF Ri::MTON --""-. Ci-iJ--= ~ CciJ---= Ci-i1--= [j-jJ-------f--ICi-iJ--= CciJ---= CciJ---=11 I ':U ~,._. (/ C I J J , IP I II CciJ---=J CciJ---= ~ CciJ---= !;~.'\!\1:;,ts{•. \ ) i'-i'-i'-/ ••"-'/cl,.,,.,,,,,./(.-+ ,, / /,,. -----, --,"-,.-5 /.6,.\" /:'·-:,,,_ r.:.-,>.-Jj-,. PLANNING DIVISION -/' \ .· \ 111::.:..:10 ,f'"· ·/\::--;. , • · • \, ... I ._, '"L: '-~ 1 ' 4 111 ,, /~ {!''' ·-" '-.\ S 4.0 / \ S 4.2) :-i "' . ) -: '-.;"'_, '",-' r~1 , FOUNDATION PLAN ~~\ .I,, • )ff: , . \ 3/16" -1• O" •'0'-/. 215'3 .,-./'--·• ,._/ --+/":,, ---!'.:(ci:-:·ff\0/.'--;-• .._:::;.s, --~ ''-' • REV. DESCRIPTION DATE I BY L---- REUSE OF DOCUMENTS THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF MODERN BUILDING SYSTEMS INC. AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER USE OR PROJECT WITHOUT WRITTEN AUTHORIZATION. DEAN BUILDING SYSTEMS MODERN BUILDING SYSTEMS INC. TELEPHONE: {503) 7•9-4949 F~ (503) US-4950 P.O. BOX 110, 9493 PORTER ROAD. AUMSVIU.E, OR 97325 CHECK OIJT OUR WEB PAGE: www.modembuildings.,w,mi.com © MOOERN BUILDING SYSTEMS, INC. 2016 SHEET FOUNDATION PLAN PROJ. 28' x 64' CLASSROOM KCDA RENTON SD ADDRESS 134030 144th Ave. SE, Renton, WA. 98059 DRY'/ VF JOB# .... "'l<J\:\L \'~ ......... 2016-RN SHEET# S 1.0 DATE4/5/16 • ·'k &, ;;; ~ ,,,--. /,. 1 '", i.___.....\ \ S 4.3 { _..,-="""" C 'i I ' / . ·------,...--- 20- ,..-- ' --~--.;: / \ ( B I \ / "-..._ ..... /~;··.\ TYP. ROOF ASSEMBLY (--------j • ROOFING " S 4.3, . _ . __ ./· ',, __ / • SHEATHING (AIR BARRIER) 'f /~ • RAFTERS !.J--:-/ • INSULATION W/BLKS (~~);-:,\ /-,-:,_,,;_ • BOTIOM CLOSURE ~~2-_t._:;J --. :~ \ ./ \ /\ \ /\ _1:\~·1 J )~~y------., ~---- .-. -,r,•·r.,.-.r(--c·c·;·~ .. ,,cn .. . ~-/', }', /\/\ \ / \ '-1 ---{ _.., -· .L~--,..-/-' I /-~~-..... r A \ \ J ', .. __ -) ,. __ ./ '--,,,y--: ~-----,,---f , , · . ,-.,-·•( ._,-.,-.,r"Y ) l \ . ;, i • " , ' ~--.. _,,.--I,. ~ /\ ,\ f 1' \ I\ I \ , · I · --l ""?-rrn:-y"x;,'1- 1 i-",," 1·.1•1 ~~~:-~- ,,1/V\/\/\/\/\:' :'' ''.:(-{ -~.::>~ I . • . f! ""°" -¥:--.,......<---I 1 -----~1,,_ ··· --r-_ ·./ I\ I\ ,, K { (. y,.-, ~-==·=-="'-"=='--c~· ~ µ· ~ 1 / \ /\ /\ ;\ { "\J·-x--:c--~ I il~-=:~~i .~~~~~~~t,~2;XX\"/77" ' ! c,') : +---·)~-~~s:...,.:_.:.....·-- ~ ~ "' ' st ~ i II I- I (!) iii I (!) z a: 9: I Ul i ~ ~ ~ ~! ,,.,..-- &,~t -- 0.. ' Ul w a, z~ • <( ~ N ~U. ..... . .I 1 I · I···· __ ,... I \ ~ \ \ \ \ SUSPENDED ACOUSTIC CEILING TILE \ \ ' I / ;,:., \ \ FULL HEIGHT ; I ; \._ -WALL PLATE AT COLUMN2 ,--- TYP. FLOOR ASSEMBLY SUBFLOOR (AIR BARRIER) FLOOR JOISTS INSULATION BOTIOM CLOSURE I I ____) ·-- CLASSROOMB I ~~-----'---------l -. _) NOTES: PER C402.4.1.2.3 BUILDING TEST. THE COMPLETED BUILDING SHALL BE TESTED AND AIR LEAKAGE RATE OF THE BUILDING ENVELOPE SHALL NOT EXCEED 0.40 CFM/SQ. FT. AT A PRESSURE DIFFERENTIAL OF 0.3 INCHES OF WATER GAUGE IN ACCORDANCE WITH ASTM E 779 OR AN EQUIVALENT METHOD APPROVED BY THE CODE OFFICIAL. THE AIR BARRIER SHALL BE CONTINUOUS FOR THE THERMAL ENVELOPE & ACROSS THE JOINTS & ASSEMBLIES. JOINTS & SEAMS SHALL BE SEALED, INCLUDING SEALING TRANSITIONS IN PLACES & CHANGES IN MATERIALS. PENETRATIONS OF THE AIR BARRIER & PATHS OF AIR LEAKAGE SHALL BE CAULKED, GASKETED, OR OTHERWISE SEALED IN A MANNER COMPATIBLE WITH THE CONSTRUCTION MATERIALS & LOCATION (i'\ BUILDING SECTION ...__j 3/8" = 1 '-0" I- I (!) iii I (!) z :::; iii () b co REV.I DESCRIPTION DATE BY DEAN SHEET BUILDING SECTIONS REUSE OF DOCUMENTS THIS DOCUMENT ANO THE IDEAS ANO DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF MODERN BUILDING SYSTEMS INC. ANO ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY c-------------------------,,--------+---J OTHER USE OR PROJECT WITHOUT WRITTEN AUTHORIZATION. UILDING SYSTEMS MODERN BUILDING SYSTEMS INC TELEPHONE: {503) 7<49-4949 FAX; {503) 7<49-4950 P.O BOX 110, 9493 PORTER ROAD. AUMSVILLE. OR 97l25 CHECK OUT OUR WEB PAGE: www.modembuildings.ysti,ms.com @MODERN BUILDING SYSTEMS, INC. 2016 · PROJ. 28' x 64' CLASSROOM KCDA RENTON SD ADDRESS 134030 144th Ave. SE, Renton, WA. 98059 Roof / Plate •·\ 8'-11/8" c, TYP, EXT. WALL ASSEMBLY SIDING SHEATHING (NON-STRUCTURAL) STUDS INSULATION INTERIOR FINISH (AIR BARRIER) __ F~i.n.-Floor •··\ o· -o" \ ..• o -Gra_cl~ .. •\ -2' -6 11 \._. DRWVF JOB# RECEIVED MAY 16 2016 Cl"i'V OF RIENTON PLANNING DIVISION . ....,\ ... /~ ... .,.,\'. ,,v,. • !.,...:..~/f\"-;-;,7ti·/~1/! • ··-"· /"'-"" ,~-:·, 1,; .. :,.._·, f;. :_;;; f/ f...lF ':·. \\'P-i •"' ( V-i z• "' . . . ...... ,\ --l::1 I /,:i:-• •.-\\..1,,._. 21S43 __ ,,_/ (._~,: .. ~...-;:-:-t.2.,-w5~:..~-.. ..... /()\AL \:~ ............ 2016-RN SHEET# S 3 .. 0 DATE4/5/16 REV. FOUNDATION NOTES 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS. THIS STRUCTURE SHALL BE ADEQUATELY BRACED FOR WIND OR EARTHQUAKE FORCES AND TEMPORARY FORCES DURING SETTING AND ERECTION UNTIL ALL UNITS HAVE BEEN PERMANENTLY ATTACHED THERETO. REMOVE ORGANIC/ SOD UNDER ALL BEARING PADS. 2. DESIGN LOADS: ROOF DEAD LOAD ROOF SNOW LOAD FLOOR DEAD LOAD FLOOR LIVE LOAD 12 PSF 25 PSF 10 PSF 50PSF WIND LOAD SEISMIC Lambda= 1 Null= 140 MPH (Vasd = 108 MPH) 3 SECOND GUST -EXP B FOUNDATION SYSTEM: Ss = 1.500 Fa= 1.000 RISK CATEGORY II le= 1.0 SEISMIC DESIGN CATEGORY D SITE CLASS D ALLOWABLE BEARING 1500 PSF AT SOIL CAPACITY Sds = 1.000 3. EXCEPT AS NOTED, DIMENSION LUMBER FOR FOUNDATION SHALL BE HEM-FIR, NO. 2 & BETTER. TREATED LUMBER SHALL BE ACQ PRESSURE TREATED IN ACCORDANCE WITH AWPA STANDARD U1, USE CATEGORY UC4A, TO A MINIMUM RETENTION OF 0.40 PCT. AT PIECES IN CONTACT WITH GROUND, SAWN END GRAIN SHALL BE FIELD TREATED WITH 2% MIN. CONCENTRATION COPPER NAPHTHENATE. TREATED PLATE STOCK SHALL BE GOOD QUALITY AND SHALL NOT CONTAIN EXCESSIVE SPLITS, CHECKS OR WANE. 2 x 4 FRAMING SHALL BE HEM-FIR, STANDARD OR BETTER, TREATED 2 x4 FRAMING SHALL MEET THE REQUIREMENTS SPECIFIED ABOVE. 4. ALL NAILS TO BE HOT DIPPED GALVANIZED AT P.T. MEMBERS. 5 VENT CRAWL SPACE w/ (6) 15" SQ. METAL VENTS (MODERN STANDARD). INSTALL 6 MIL. VAPOR BARRIER ON GROUND IN ENTIRE CRAWL SPACE. LAP VAPOR BARRIER JOINTS MIN 12". 6 CONNECT STORM WATER FROM ROOF GUTTERS AND DOWNSPOUTS AND DIRECT AWAY FROM BUILDING PAD TO AN APPROVED DRAINAGE SYSTEM. 7. FOUNDATION PLANS AND DETAILS ARE NOT REVIEWED BY BCD OR L&I, EXCEPT FOR THE SUITABILITY OF THE DESIGN TO SUPPORT THE MODULAR BUILDING. APPROVAL AND INSPECTION OF.THE FOUNDATION SYSTEM IS THE JURISDICTION OF THE LOCAL BUILDING OFFICIAL. DESCRIPTION DATE BY LL 0 Oo UJ 0 C) s: 00 UJ UJ 8!i . UJ z a:: -~-- '>-., WEDGE/SHIM --'--::;_. '--. ~;l~-y,;!::::, ,;::;:;:'f.:::'<;:;:::;:,;:::, ::;::y::::::,::;, :::;::;:{ ::;x::;::::;:::,,;::::;:::y;::,l "-X1 1lt,.A\',J, ,1 19/32"DURATEMPWI __ '°" :·{\/\/\/\/\fl\/\/\;\/ j\ 8d AT 6" & 12" O.C. '•,, . : , :::._.f:.._ (..__},....J,~--J,_}~(_J. __ .-,,_) 2 x 4 BACKING AT ,, ~---... 24" O.C. WI (6) 12d ~,, l l,-·-------P.T. 2 x 8 x 16" CAP . "'-....._ ':;;--(2) 8 x 8 x 16 CMU ~ f--z CONT. P.T. 2 x 8 ,, / ~,/ w::::,, ·,, L...J' 12d AT 6" O.C. ~ AT2x_4 __ _ P.T. 2 x 4 x 2'-0" L. W/ #5 ' x 1'-6" DRIVE PIN -TYP. 16x 16 x4 CMU PIER (1' SIDEWALL FOOTING \ ____ . 3/4"=1'-0" ·. z ~ &, -· ~ " i --·::.-11· SIMPSON CS18 WI (4) N10'S ,:~1~ 1 /' EA. END -(2) STRAPS TOTAL _/-AT BOTH TOP & BOTTOM ~ 19/32" DURATEMP WI .--< ,---_ -· LL o actAT6"& 12·0.c. -,. (:1, 1 , , 1 Y, 1, :;;_,. 1 X x x ;; v x ·K Oo , //\,\v--! \ ,, ,, 11 1_,\/'\ , ' " , . ,: \! \ ,_·. ,, ; ,/ '(j' ' _· " I V w O ,.,, 1 (V'' l ' ,\ i i i &, • N C>S: I -"-,--.. '". , • ,~ --"k- l i ~1 ~ ~ N 0 UJ @ 2 x 4 BACKING AT >-8 !i 24" O.C. WI (6) 12d ---..,, " '2' .• .----i rE----4 x4 POST · UJ u· ' ----PT 6x8x 1' 3"L FLAT z a:: . -; ; / . . -. ~ ~ CONT. P.T. 2 x 8 -"'-. :r· --/ .--(3) 12d TOE NAIL-TYP. 1<> ::::, .J ',, "'' .-EACH SIDE L....._~t' (3)R_?WSOF12d ~-·"' ·, --(2)P.T.6x8x4'-0"L. _AT 4 O.C. ··-s;, ,, FLAT ·T:_f:_._._.::.-:.~!_._-\ ! ; , (2) #5 x 1 '-6" DRIVE Pi~s" ' . EA. END -TYP. (2\ ENDWALL COLUMN FOOTING '._j 3/4" = 1 '-0" '.I' I ~I ~ :'-" JOB# RECEIVEIC 1 MAY 16 201: Cl1'Y Ot R!'.:i'iil)I\ PLANN!NG DIVISlC N .x.. I' ·--·~~. -~\\ \. h,1,, 1•. +:-.-;\. --~-'1/ • •· '{, /o\''11 ,\.~lf,;~0 '·;·\:,. .. ~ /.,_'<· _-:-:·-: ·:-;' ';f;. :t-/,: 1~,f .;' ·,\\:: .~ / ,-_-· ) II . \ I .a ':i I ~<• /;,,• -~\ 21543 • /f'• ·.s-~~.kt~·1 ""'~~(;'~ •.·-,,~_.f()\\L \: .... .. ...,, ... I ...... ---. . ...... -· -·-·················-···· ······-···· ········+-_ ·-···-+ __ -···1 REUSE OF DOCUMENTS THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF MODERN BUILDING SYSTEMS INC. AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER USE OR PROJECT WITHOUT WRlTIEN AUTHORIZATION. DERN SHEET FOUNDATION NOTES & DETAILS 2016-RN PROJ. 28' x 64' CLASSROOM SHEET# MODERN BlJU QING SYSTEMS INC mm;ON,(503J"""''9 FAX·(5031u><9'0 I KCDA RENTON SD I P.o sax 110, 9493 PORTER RoAo. AUMSVILLE, oR 97325_ I CHECK OUT OUR WEB PAGE: www.modembuilding ms @MODERN BUILDING SYSTEMS, INC. 2016 syst,, com I j S 4.0 ADDRESS 134030 144th Ave. SE, Renton, WA. 98059 DRWVF DATE4/5/16 SIMPSON CS18 W/ (4) N10'S EA. END -(4) TOTAL -----,._ AT BOTH TOP & BOITOM '\•, \ ' ' ',, ( y ....• 2 "f \/\;'i;\'/,) iii 111 i X t ~ ~ ' ,, ' --~-~-"~) {. \ ( ) DF #2, 6 x 10 x 3'-6" ~-J~\-1 \\ f, 1,_ i, t ! \/\ ,A A ...,.,l.....=f L. ~--. --~""'-?ii:' . ). y \/ \; \/\ (6) P.T. "' "'-0"' F ' •, [\JV . ---~ (3) 12d TOE NA . LAT _K· ., ~~un 1~ (2) 4 X 12 DF #2 POSTS EACH SIDE IL -TYP. ··, '°' .'°' -:lJ ' ' ~ ' 1i+-1 f 15kt ll+:r i 1:,r . . . . . ! . ::t I fo+-1 n>l:-t:1 (2) 12d TOE NAIL EA. SIDE -TYP. -··-·--, (1\ COLUMN FOOTING '.J 3/4" = 1'-0" ~ y t Y x Y Y ·. · ·r , /\ )\ /\ /\"'-.j\ , \ j\ II\ I\ !\ I . \ I ' ,' \ ' \ /"• \ I ' / ', ' , \ ; ' / ', \• '/ V '"I. \1 ,/ y '(_ . ., -~ ,(. ). J .. ·"' ), ,,. / -/ ,1.. \ / 1x t" ······· 4 x 8 DF #2 WEDGE/ SHIM --···-........-......-... ,., . P.T. 2 x 8 x 16" L. ~ I ...... :""L .... L_ ·····-,£--· CAP ::;; 16x 16x4CMU PIER -·· , OR P.T. 2 x 12 x 24" L. '•{ 8x8x16CMU U? ~ P's-~----, -~ :2 \ MID-SPAN FOOTING \_j 3/4" = 1 '-0" REV., DESCRIPTION l_DATE 1 BY ··'·:·==~-· ::_==--=::-=-:~=-=:-= ·:_ :_ :_ .:[: ·:_=---.:: REUSE OF DOCUMENTS THIS DOCUMENT AND THE IDEAS ANO DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF MODERN BUILDING SYSTEMS INC. AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER USE OR PROJECT WITHOUT WRITTEN AUTliORIZATION. .,.. WEDGE/ SHIM _________ ,....-\ I ! \ i---------' ----------·--· i. , I (2) 12d TOE NAIL TYP. EA. SIDE z P.T. 2 x 8 x 16" L CAP ~ ~ i)~x:t\\~~~ ~!~~ ~-.J;····-_ •: ~ (2) 8 x 8 x16 CMU ~ I -~-f\ r· ~ '-·--. r 3 '· MARRIAGE LINE FOOTING ',.j 3/4" = 1 '-0" '' y··y····y·" y) " ,., ,, A I, l, ;\ ,A f I\ I , ' ' , ' I \ ' ' ' I ' ' ,'\ I ' ,, \/ \/ \1 ,,1 \1 \, \! V \ \/ 1 ( -"· ), I .. ( ). /-. ),_ .,, -'-),_ l ~ ~6~d s~g: NAIL __ //,.,.D<f~·--.. 4 x s DF #2 -:7 -- (2) 6d DUPLEX _./,.-8 OR (2) N10 / \ __ / '\ /~ 6000# PRE-FAB _..,,-"'j '';{ METAL PIER --' ., . 16 x 16 x 4 CMU PIER ORP.T. 2x 12x24"L. z ::;; C9 ~ ....,,.,..._..,....._....,. __ .,.....,. ________ ~ I DEAN BUILDING SYSTEMS MQQERN BUILDING SYSTEMS INC. TELEPHONE: (S03) 749-4949 FAX: {503) 749-49~ P.O BOX 110, 9493 PORTER ROAD. AUMSVIU.E. OR 97325 CHECI( OUT OUR WEB PAGE: www.modembuilding$yma.eom @MOOERN BUILDING SYSTEMS. INC. 2016 (£j ALTERNATE MID-SPAN FOOTING \ 3/4" = 1'-0" SHEET FOUNDATION DETAILS PROJ. 28' x 64' CLASSROOM KCDA RENTON SD ADDRESS 134030 144th Ave. SE, Renton, WA. 98059 ., DRWVF RECEIVED MAY 1 " 2"'0 \) ,., . ::, cnTY o;: R~i\iiON PLANNING O:VIS!ON JOB# ~1,.."'• .~,, ,\. ,,t,y1• • • '!,{":'· :-or~~r?'<t\ ·-~/.':0· /.~--:·;_'.) ·--:\·tr:. rs 1~ ;.,,. ,._ , 1 ;;; -~:C I \:.",. ) II . \ --I II ~ I ~" · i "'• ·-/' ., / (;,_, • i ', . 21543 ,,:,.-/_Q.,. ··'l~\-~:f".:.,:JJJ.0:~-::> .. ···',Y/r;\,\L \:: .. ......... 2016-RN SHEET# S 4.1 DATE4/5/16 REV. ~ ·-< >-<";,-,, FLOOR JOIST SUPPORT BEAM 19/32" DURATEMP W/ _ -~ 1 8d AT 6" & 12" 0.C. ', Ii¥, 'FF-y~• ~r""·":fr,"",,'1 r, 71 ""?'(""7'f.~),,'f1 7/~): LLQ oo w o WEDGE/SHIM , Cl 3: '· \, 'y y /\ I\ /;\ / y /\ / \ / \ / \ X / \ / \ ,, ,. I\ 'I \// \/ ii' \1 V \/ i\ i' \ -.,, ,, " J.. j, .( • . ,( A ) . . " .' --~ 0 ' W @ 2 x 4 BACKING AT ' ,/, ' ~ ~ 24" O.C. W/ (6) 12d --,, I . UJ T I Z a:: ~~---····--P.T. 2 x 8 x 16" CAP ~ 'z CONT. P.T. 2x8 ~. I. /~-8x8x 16 CMU ''\~_::f 12d AT 6" O.C. , '"" j ('.-16 x 16 x 4 CMU J AT 2 x 4 ---......_-s.. ,, ::c, .lr-PIER ·,. ·1 11 '-1-113n~f 1 --' 1rrt~-!t1i 111 i:rT 111 l r1:.1.'tl P.T.2x4x2'-0"L.W/#5 =7/f::·-'-'I ,--~-·,',---'--,I I-I 11 --•--, i'-'- x 1'-6" DRIVE PIN -TYP. " DESCRIPTION /1" ENDWALL FOOTING AT BEAM ~, 3/4" = 1'-0" ENDWALL DBL. JOIST DU, I I "v I . ENDWALL OFFSET RIM -IE--JOIST GALV. STRAP -...,._1--.,;;:..f__ 2 x 8 BLOCK I " --~-f--··· ; ~·. if, '' i -··--------------J'........... tO : i 3 ~ -' I=:' co I 1'-6" 1 ;.. I -x-----+---t-J--f CMU PIER BELOW -i--I i .~ TI ... I .. i' / ~ ' ~ I '. '), ~ I L.V.L.RIM ~ c__ GALV. STRAP OFFSET RIM (i\ TIE-DOWN AT CORNER °'--! 3/4" = 1 '-0" DATE BY . I z ::i: to ' ~t REUSE OF DOCUMENTS ~ 1' ' + to N! i l ~ !---·-··------------·-----····-~---···----------······-·······+------·····-···--······-·-I·····---·--··· THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF MODERN BUILDING SYSTEMS INC. AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER USE OR PROJECT WITHOUT WRtTIEN AUTHORiZATION. ~-L.V.L. RIM /,/ , l "v~n-,-4':1-111 --····---_____ ...l_ -·---···T······-£ .. l,~1-: ~ I. 11 I 1o I ~ b!d lll--X- JOIST -, ;_ 111 1 GALV. STRAP I -: ! -:i--r---: /' . 2x8BLOCK 11 i ' . . I "v i I I~ -pJH--DBL. ENDWALL RIM I Ht--OFFSET RIM (:3'! TIE-DOWN AT MARRIAGE '-' 3/4" = 1'-0" m . ' cc:: !I·v· ·y ~( -)~ , i\ !\ /\ /\ !\ i\ '{' ''\1,,\1,,,1 I. J. :( } ). 1_ 1-1/4" x 0.035 GALV. STRAP W/ I ~' / .. ~ BUCKLE LOOPED AROUND L.V.L. i . r 5/8" DIA. STRAP BOLT ! / i ,/ / 3/4" DIA x 30" w/ 4" DBL HELIX ,,. / AUGER ANCHOR: MMA-6, 4430-DH, / 3/4. (DRIVE IN GROUND AT 45 DEG ii TO ALIGN w/ STRAP. DRAW STRAP . . . . . " ~ TIGHT & LOCK BOLT.) AT SOIL 1 .. LlTTT!ll:11 ,_1 111111.1 11 ? 1111 OR MINUTE-MAN MMA-35 36-XDH ....... ;;;tL;;[;t.;11 t.;;; .. :r;,I , !~,P~~~~S-DRIVE ANCHOR AT aaEAN BUILDING SYSTEMS MODERN BUILQING SYSTEMS INC. TELEPHONE: {503) 7-49-4949 FAX: {503) 7-49-4950 P.O BOX 110, 9493 PORTER ROAD. AUMSVILLE, OR 97325 CHECK OUT OUR WEB PAGE: www.modembuildingsys.tema.axn © MOOERN BVILDJNG SYSTEMS. INC. 2016 SHEET PROJ. ,--\ TIE-DOWN STRAP \i;-3/4" = 1'-0" FOUNDATION DETAILS 28' x 64' CLASSROOM KCDA RENTON SD ADDRESS 134030 144th Ave. SE, Renton, WA. 98059 I DRWVF RECEIVED MAY 16 20\6 CCTV OF Rt:MTON JOB# PLANNING DIVISION ~~~~-· .t \\ ''.:_1:_, I,,: t •• •,~/;r "',:.~·1tr~('t• 11/.1// ;;~-~~-1/1;·;::. \,\{;.;~. =~r. ,~. Jz: • . .. . lt •. ...-.\ ,q'jl 1-~. • 1;' 21543 ,,:-/ .z":-. • .s,-~.kzs.,-w:~~,'~ .,..., ..... ,,;\,\\. '"-'•• .......... 2016-RN SHEET# S 4.2 I DATE4/5/16 (5) 12d'S EA. END AT 4'-0" 0.C. ----\ r---ROOFING (2) 1-112" DIA. VENT HOLES SCREENED PER RAFTER BAY . \ \ / ,-ROOF SHEATHING ·. \ I I \ \ I ' 2 x 4 RIMS WI 4 x 4 OUTLOOKERS , \ / / , INSULATION WI FS-25 AT 4'-0"WI (4) 12D SCREWSANKS ---, \ \ ;' / \ ,..-----~_:::: END NAIL EACH END \ \ \ i / \ ____ . ------ \ \ \ ;I, J ~_,---\ \ ~ _L---+1-~ 2 x 4 DF #2 WI (4) 12d , ~--,,· , .-· , AT EACH 4 x 4 ~---......__ ~--h " ·-:_-"11\1!--. /-------V/-~v-·-··,(·--.{ -. ( 12d SCREWSHANK AT 8" O.C. -o ~·:\~v ), }\ /\ /\ /\ /\ ; \ _____ _ FASCIA -----······--··-·-·····--·······--------------? . -----:?-i\ / \\/ '\/ '~'f~---~~l----·---~r------1-0--= ---I i ·! J. ____ ___... 1'-. A...._ / .'--.1~---l -------~ ....,__J,,.i:..--·--/'-," / ~:__~~-ji\ TRIM-·--·------/,/"" <:<i·. ·-· ~.--\' 2 x RIM JOIST WI (3) 12d ~-,,-/ \, I'\ 'i\ END NAIL TO EA. RAFTER / . ../. •:> l \ / 2x INSUL. BLOCK ,,-" _-; I -0 , \ j 4'-0" MIN. PLATE SPLICE __ // / ;::../~. \ \. L. ...... ACOUSTIC CEILING TILE WI (12) 12d EA. END -TYP. / ·>-: ' \ \ _____ BEVEL BLOCK Z METAL & BLOCKING AT SIDING / :-<... \ \ JOINTS (WHERE OCCURS) -. ?[::.--< \, ~ 12d AT 24" O.C. STUDWIINSULATION ---------)-<'··"', I '-12dAT6"0.C. ,,_, I ··-----,• >·<,.,.. H· ~(---INTERIOR FINISH -~ SIDING OVER SHEATHING V r1 \~S1DEWALL EAVE DETAIL \...'...' 1" = 1'-0" -;2:_------ INTERIOR FINISH SIDING OVER SHEATHING --·-sflf<\,.., ' _,/ ' ,,...-<, STUDS WI INSULATION Uk:::>-<' -----:>-(: 8d BOX NAILS AT 6" 0.C. ·-----·-, >-<.::~ . . -SUBFLOOR ~ \ >-__..,.,..---· / CT:i\ "", if, '!'""" .. 1 \ ::><"" it' • ,, ' -..;:' • ,,, ' V y . ( ., "''k ~-TS,,; ! Xiii ... A i, ,\ !\ A HOLD GYP. SHEATHING UP • /// Jf !ill { \/ \/ \/ \/ \ 1-114" FROM EDGE OF SIDING /1:· ,U \ ).,_,_2.,_~,c:,,.___./~_ I A } \ , 7'·i ;•-, \ / I . ~ \ LIP BARRIER WRAP 8" ____.o,7,,/ / \ \ BELOW EDGE OF SIDING / / \ \_ INSULATION WI FS-25 ' ' \ _/ / \ / \ SIMP. LU26 WI (6) N10'S / TO RIM & (4) N10'S TO JOIST OFFSET RIM RIM JOIST·········· ,.·, SIDEWALL FLOOR DETAIL I 2 ' --·---------··---------·----·-------·····- '-...,_/ 1" = 1'-011 REV. i DESCRIPTION DATE I BY ............ :---... -_ ........ _____ ......... ___ ............. ___ _ REUSE OF DOCUMENTS --------·-----·---- THIS DOCUMENT AND THE IDEAS ANO DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF MODERN BUILDING SYSTEMS INC. ANO ARE NOT TO BE USED IN WHOLE OR IN PART FOR /.NY l OTHER USE OR PROJECT WITHOUT WRITIEN AUTHORIZATION. RIDGE VENT --HOLD PLYWOOD & ROOFING 718" ; BACK FROM EA. SIDE OF RIDGE 2 x 2 FILLER x 9" L. AT 24" O.C. WI 12d EA. END ' I ,--CONT. BUTYL STRIP ' ! ,' ' , RIDGE BEAM TO END RAFTER CONNECTION SEE DETAIL (3IS4.4) "' l. ,\ I INSULATION / . WI FS-25 / ._,..i ~-, , ·. \.. 2 x 4 LEDGER WI (5) 12d AT 2x INSUL. BLOCK ___J ;;.. I :r·, ,11 · ' RAFTER & (3) 12d EA. END -"'---iii ii ,0 •• AT BUTT JOINTS-TYP. (6) 518" DIA. M.B.'s OR -i'; ··., .. THR'D ROD WI NUTS AND / '·----RIDGE BEAM WASHERS AS SHOWN __ • FIELD INSTALL ACOUSTIC ON FLOOR PLAN /-CEILING THIS ROW ONLY i/ r 3 , ROOF MARRIAGE DETAIL \-~/ 1" = 1'-0" 518" THREADED ROD WI WASHERS AT 6'-0" O.C. & +I-2'-0" FROM ENDS (ADJUST SPACING AS REQ'D TO AVOID JOISTS) --,.\\ '\ ,, ,.,,. /·---- / SUBFLOOR (. r Y y ';\ n1' "'.I -,'ir -.,'(---,.,--- / \ /\ /\ / ~,:11 " :1 J,. I \ / \ / \ / \ ,I:,, .. !q 1./ \ / \ / \ / 4 y 1Y \/ i "i '"I i~~,{;J\ / / ,, ~·'-.r.-, },/ ;11 !II--~ ... 'fl /( )~~ FLOOR JOIST ___/ INSULATION WI FS-25 , ! // ~\"-',f\ . \, '..._ SIMP. LU26 WI (6) N10's \ TO RIM & (4) N10's TO JOIST \ '---RIM JOIST (4,}FLOORMARRIAGE_DETAIL.. ... ,._/ 1" = 1'-0" aaEAN BUILDING SYSTEMS MODERN BUILDING SYSTEMS INC TELEPHONE: (503) 749-4949 FAX: (503) 7-49-4950 SHEET DETAILS PROJ. 28' x 64' CLASSROOM KCDA RENTON SD P.O SOX 110, 9493 PORTER ROAO. AUMSVILLE, OR 97325 CHECK OUT OUR WES PAGE: www.modembulldingsystems..com © MODERN BUILDING SYSTEMS, INC. 2016 ADDRESS 134030 144th Ave. SE, Renton, WA. 98059 DRWVF RECEIVED MAY 1 G 20\6 CHTY OF RIENTON PLANNING DIVISION ..... ~ .. .,,,\ .\. h,t.,~. • -'\ ----. /1 • •·'-'/er \I-'·-~·Jj;-~' (,.• JOB# •. ~/'-0·.,.c_-·,,;',,)ii1•. _ If,--·:--,F· ,,. ·f\V,• :~( ~' Jzc •. /\ ,I,, . / • •,' .. I..._. • ~ '-21S43 , / /;; /, '-.);,,. , •\' X·. .. ./,·--~·-t.;:,'.J.--'T!:f;~" ._,-;-A ~;·10\,\\, \~· ....... 2016-RN SHEET# S 4.3 DATE4/5/16 NOTCH SIDING & RIM (3) 12d SCREWSHANK - AT OUTLOOKERS ~ /,--OUTLOOKER TO RAFTER ROOF SHEATHING (2) LAYERS AT EXPOSED ""' // -/ ' / ----------·-ROOFING -~,~->':. __ "-,_//.,/-----~~--===---I (3) 12d SCREWSHAN~ ___ ;fp:] /' BARGE ----if / -j ! I / / / / / / 2 x 4 OF #2 SUB-BARGE ___J / / / / I I 2 x 6 OF #2 OUTLOOKER / / FLAT AT 48" O.C. -' I / 1/2" OUTLOOKER TRIM -1 \ff '[T··-c<;=·c<:7·-~;c•··~:;:: \/ •"---.. J·------(3) 12d ! .. y j l -- /\ " I\ A\ I J, --' / ' I ~ / \ I ' I /i ~----f \ i \ \ / \ 1 \ I ,1 "..._ ____ RAFTERS f \' _,) ;' '\A,/ \\// \\;/ ! ' ·.=· jl y y / r ),-<'--~/ ____ / '--~/'---1 ""'---2x INSUL. BLOCK 1>---'--1 ,( »-<". \ '<._, L INSULATION W/ FS-25 >-<<;; -VAPOR BARRIER . -~-'.' SIDING OVER SHEATHING ·1,</ ,>CSIJ. "'>-<_ / fl'-../ ',~ STUDS W/ INSULATION & FS-25 ABOVE CEILING 1 1, ENDWALL GABLE DETAIL \ ___ / 111 = 1 '-0" SIMPSON CS18 W/ (4) SIDING OVER SHEATHING ~--'b STUDSW/INSULATION --- 8d BOX NAILS AT 6" O.C. -- • ' ' ,/-·--..., I'~,-.._) ' ..--->-< ' ,_ ~ >--··· >-=='/ ,, .. ~?>-~_·· ~ ', , __ ., Cf) '\ ' ',,,_ '<::::,: _________ ----INTERIOR FINISH ,~ SUBFLOOR I ~ "'."°"'1 '· >-<: 1', I ~ .,,fl_~-~-~--ii;,=,=; __ a$cl;a ·, HOLD GYP SHEATHING _:,-___ 1__ ____ _;_ IX-\/ 1 i f·,. _,( y ) >11 J/ ' .. ]' /' J'11\1 ;\ ''1._\ /' I' UP1-1/4"FROMEDGE /' /At\:\/ \/[~>l \/ A OF SIDING , '\-/\ , \ V '\, -,, _' I 0 ii'!' ,~ tJ ''l ,~ N10'S EACH END -TYP. -\ \ END RAFTER -TYP. ~-----~'\. ---~3. RIDGE BEAM -TYP. -------.. ',,,, _____ ~~..I :3 , PLAN VIEW AT CHORD TIE '-) 3/4"=1'-0" LIP BARRIER WRAP 8" /_,/,( ! '";( "'·-'"--<\,~--\~" BELOW EDGE OF SIDING \ ~ INSULATION W/ FS-25 \ OFFSET RIM ~--------'--2x BLOCKING AT 4'-0" O.C. DBL. END JOIST ------~ !2} ENDWALL FLOOR DET_A_IL __ \. __ , 111 = 1'-0" . REV.!-DESCRIPTION --, DATE -l BY i=:~:-: :::_~ -:===---~==:=== ::=~:= ::::1-·:: = :·t REUSE OF DOCUMENTS THIS DOCUMENT ANO THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF MODERN BUILDING SYSTEMS INC. ANO ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER USE OR PROJECT WITHOUT WRtTIEN AUTHORIZATION. DDEAN BUILDING SYSTEMS MQQERN BUILDING SYSTEMS INC TELEPHONE: (503) 749-4949 FAX: (503) 749-4950 P.O 80)( 110, 9493POATER ROAD. AUMSVllLE.OR 97325 CHECl<OUTOURWEB PAGE: -.~.com © MODERN BUILDING SYSTEMS, INC. 2016 > SUPPLY AIR DUCT '11 ---r\.Fnr I'_,-' r....:::a.. L.::::c= -- / I // --<;: I ·7--li12~ ; I <:x /i ;:· )·"'··-. // // 1 ------I SIMP. CS18 W/ (5) 5/8" GYP. BD. LID ---,/ I ''>-----, N10'S EA. END - ,/ /' I TYP. EA. CORNER / / -1./// 1 -------lfa: 26 GA. SHT. MTL. OR __ ,,:'.., --,;.__ GYP. BO. (4) SIDES --<_- INSUL. IN EXTERIOR WALL AT PLENUM TO HAVE FS-25 VAPOR BARRIER 2 x 4 STUDS AT 24" O.C. W/R11 MINERAL WOOL BATISOUND INSULATION --<~ :>- ,,.>:::---:: ---------.::>-' -'-<:,"'>-'' -~-':.-;J '-<'.'_>-'. ~>_, .-?-< ~~{:: ·, /' r<"' ;-.:::::..._: ,>' ___ / ___ -,, _;~: 5/8" GYP. BO. ON ALL <,,_., 1 SIDES AND FLOOR -> :::J / RETURN AIR '>s GRILLE -6" AF.F. ~'->- TO BOTIOM "':.:~1 Jl:sc iX // \ X~' ''l //1'1'1 ' i\ .,.,...,,,,/ j\,.\ r 41 _pL,_ENl,JM_[?_E_T_A_IL_ ---~ 3/4" = 1 '-0" .~/,. ... •::-\\ ;.\. lt\.'\' • • ·"' -----1,.. •~•,/of"' ,\_,·,.ft~:___ 1C_•_ RECEIVE -::.~-;,,-:--'"''·• ._:J(:c {'.,;'. 'c,\,';-,~-~ I -· '--z •-; ~-I -• MAY 6 1• . .. • , • 1 zo o• "\ .,.,., r,, •• • ~ · 21543 1 -'--' •.S,,'>kfc1~:T•--~<.-,:.'';/ ~·. CffV Of RIENTOl\~tr~~-;~•• PLANNING DIVISION •.-.-.• SHEET DETAILS JOB# 2016-RN PROJ. 28' x 64' CLASSROOM KCDA RENTON SD ADDRESS 134030 144th Ave. SE, Renton, WA. 98059 ORWVF SHEET# S 4.4 DATE4/5/16 /--\ ( B) .,_r/ RAF1ffi . ~t~ =--7 ! ! -• I I l . I 1· //··· 1 l Ti..r --·-------L .. ( EACH END / I t'\\ I _/ ;r I\\ / /' // // ;/ (3) 12d AT 8" O.C. __f . 11 " \ l \i \i \; 'I " ii \; \I SIMPSON A34 WI (4) Ii \ NB'S EACH LEG 12dAT6"0.C. STAGGERED 4 x6 OF #2 COLUMN -TYP. i : ·;· i. i / ----/ /r / . --_/ -, ~6~ ~~~) N10'S ~-·~u~·~-~ ~i 4 FULL BEARING (RIM ~/' OR BLOCKS) (1',_ENDWALLCOLUMNDETAIL ... .. _ \._./ 1 /2" = 1 '-0" REV.! DESCRIPTION DATE BY '------·· ···········-········----------·-··· ... -··+···· --·-··---·-+·-·-·--·· 2· '·,_ / LEDGER , ·, RAFTER WI (4) fi~, ;---12d E.N. TO LVL. A ' / ' , "\ } / "'1-' ; 1 ;-(4) 12d /~ r s'1 ' . -...__/ RIDGE BEAM -ATIACH ',, TO COL WI (2) 314" DIA. -"' ', J ' . "l ------/ / --~ -...I. ;/ CARRIAGE BOLTS "' ' '"' I r:.~c;/=1--2 x 4 x 30" BRACE AT ~=-~/--1st & 3rd RAFTER / j,./-_ EA. SIDE OF COLUMN .. , · 1 '6 ~:t.' BOT. OF l.V.L..1 =-7' • I -------------1' SIMPSON CS18 WI (4) N10's EACH END RIDGE --- BEAM TO BRACE ·-s.. • ,, ' I 3116" X 6" X 9" l. _./ /' [ PLATE -WELD TO • 1 I BEARING PLATE / .j-=; ,-' -------·· ---·--"'- / I 'J 314" x 3" x 9" STEEL / / y BEARING PLATE --/ /I /, / I /11 / I / I i I /i // I L_/\ ' ' '-- ' SIMPSON CS18 WI (4) __ . N10's AT WALL PLATE 3" X 3" X 3116" ~ . ~ ~ 0 "' ' 0 "' TUBE STEEL COLUMN ______ co. , . (ASTM ASOO GRADE B -co Fy = 46 KSI)-TYP. 1" 1"> ~~~~ . -" '\j ···,,, ' '-' '""' ! 20GA.x2"x12" ', I STRAP WI (12) N10'S ~---,,, "' '~ 314" x 3" x 9" STEEL ... TOP OF SUB-FLOOR BEARING PLATE WI -------~ ~1~ ------ FULL BEARING (RIM // OR BLOCKS) NOTE: OVERALL COLUMN HEIGHT= 9'-1" (WI PLATES) TOTAL NO. OF COLUMNS REQ'D = 2 1--._, MID-SPAN COLUMN DETAIL l 2 r -·----------············· -········ ............ ···········--·--·-···-·----·-·· .. . _ __., 1/2" = 1'-0" REUSE OF DOCUMENTS DDEAN SHEET DETAILS r-· I L.V.L (LEDGER/BACKING) 1-112" x 24" LONG WI (3) ROWS OF 12d AT 6" O.C. STAGGERED (12 NAILS MIN.) -... ·····-·---------./----. ... .. -----\ j y f\ " ! \ i J'. I X I\ f 1\ I 2x4 t/; ' ! !\ 1 1 114· -).',iL ~ o.: _I TY -![ ~~· ~~-~ ~~·-I 11 -i·-1 ,i C1········-'·!. • 1/ . i /1 _! ~-i"- 1·,, \ 2x4 718" DIA. HOLE-TYP. "'-.'-Y·-, <._::}3/16;vo·--< TYP. SECTION A SCALE: 1" = 1'-0" /--. r B \ ' .J '-..._.., BATI 1 , PANELCLIP ~~ . . ·~ ~ PLAN VIEW SCALE: 1" = 1'-0" RECEIVED MAY 1 6 2016 CITY OF REi\lTON PLANN!NG DlV!S!ON JOB# ~--.. ~f\\ :\~_HA,S!t1• •-, --.-----1• •·'\..'_,/of"' ·1-~·1:?-::>:-.(,,_ .. -~~;/,-_,"-'" ',,_:'.·-:·,_~_ ·''\_J1-,. """ !'' i·,r-"· , \ ""'• •~I ,~. 'iz• • i • • •~I ,I,, /~It •.0-;-,,., ·-21543 .•• ,,_/~9 .. •;.;.t· ~.c1."'-rrV',"\.-;_. ~,\~·,1~\,~\. \;~·-..... __ . 2016-RN THIS DOCUMENT ANO THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF MODERN BUILDING SYSTEMS INC. AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER USE OR PROJECT WITHOUT WRITIEN AUTHORIZATION. BUILDING SYSTEMS MODERN BUILDING SYSTEMS INC. TELEPHONE: {503) 749-4949 FAX: {503) 749-4950 PROJ. 28' x 64' CLASSROOM KCDA RENTON SD SHEET# S 4.5 P.O BOX 110, 9493 PORTER ROAD, AUMSVILLE, OR 9732S CHECK OUT OUR WEB PAGE: www.modembuOdongsystfflls.com @ MOOERN BUILDING SYSTEMS, INC. 2016 ADDRESS 134030 144th Ave. SE, Renton, WA. 98059 ~ I DRWVF I DATE4/5/16 ELECTRICAL SYMBOLS LEGEND r<,-_...-: /;>-.:::: __ 0 00 '/ <~ '1;) MOM s Q] 2' x 4' FLUORESCENT LAY-IN FIXTURE (3) TUBE 32W T8 WI ELECT BALLAST (WEIGHT 23LBS.) DL-P = DAYLIGHT ZONE -PRIMARY DL-S = DAYLIGHT ZONE -SECONDARY WALL MOUNTED LIGHT FIXTURE +86" A.F.F. PC = PHOTOCELL WP= WEATHERPROOF E = EMERGENCY LIGHT W/ BATIERY BACKUP OCCUPANCY SENSOR -.CEILING MOUNTED AUTOMATIC DAYLIGHT SENSING CONTROL DUPLEX RECEPTACLE +17" A.F.F. (U.N.O.) GFI = GROUND FAULT INTERRUPTER WP= IN USE WEATHERPROOF COVER WR= WATER RESISTANT RECEPTACLE TR= TAMPER RESISTANT MOMENTARY TOGGLE SWITCH LIGHTING POWER PACK (.:') THERMOSTAT +48" A.F.F. TO TOP OF CONTROLS V PHONE BOX -CONDUIT UP (RACEWAY ONLY) +17" A.F.F. (U.N.O.) (c) CLOCK RECEPTACLE (120V) +88" A.F.F. V '"::l DISCONNECT [ITJ AUDIO/ VISUAL FIRE ALARM (RACEWAY ONLY) +86" TO CENTERLINE @] MANUAL PULL STATION (RACEWAY ONLY) +45" TO CENTERLINE ,--... IV, \.,_,/ VISUAL ALARM (RACEWAY ONLY) +82" TO CENTERLINE ELECTRICAL NOTES 1. CONDUIT SHALL BE ELECTRICAL METALLIC TUBING AND METAL CLAD CABLE 2. EXTERIOR RECEPTACLES SHALL BE WEATHER RESISTANT TYPE W/ IN USE WEATHERPROOF COVER 3. FLUORESCENT LUMINAIRES WITH DOUBLE ENDED LAMPS THAT CAN BE SERVICED IN PLACE AND SHALL HAVE AN INTERNAL OR EXTERNAL DISCONNECT PER NEC 410.130G 4. BUILDING SERVICE SHALL BE SERVED BY ONLY ONE SERVICE OR FEEDER PER NEC 225.30 & 230.2 5. SERVICE OR FEEDER DISCONNECT SHALL BE INSTALLED PER NEC 230.70. FOR BUILDINGS IN THE STATE OF WASHINGTON SERVICE OR FEEDER DISCONNECT SHALL BE INSTALLED PER WAC 296-469-230 6. PERMANENT MEANS OF LOCKING OUT DISCONNECT TO MECHANICAL UNIT(S) SHALL BE PROVIDED PER NEC 424.19 ,--------------! I I EXSISTING I DISTRIBUTION I I PANEL I 200AMP I 2 PHASE I I OPCD #4 CU Ufer ROD I I UNDERGROUND (3) 3/0 THWN Wire ONE-LINE DIAGRAM 7. PERMANENT MEANS OF LOCKING OUT DISCONNECT TO WATER. HEATER(S) SHALL BE PROVIDED PER NEC 422.31(9) 8. GASKET ALL EXTERIOR WALL BOX PLATE COVERS9. PER NEC 110.260, ILLUMINATION FOR PANEL BOARDS, SWITCHBOARDS, AND SERVICE EQUIPMENT SHALL NOT BE CONTROLLED BY AUTOMATIC MEANS ONLY. A MANUAL MEANS TO BYPASS THE AUTOMATIC CONTROL IS REQUIRED. 10.PER NEC 406.9(9)(1) 15 AND 20 AMP RECEPTACLES INSTALLED IN WET LOCATION SHALL HAVE AN ENCLOSURE THAT WEATHERPROOF WHETHER OR NOT THE ATIACHMENT PLUG CAP IS INSERTED. AN OUTLET BOX HOOD INSTALLED FOR THIS PURPOSE SHALL BE LISTED AND SHALL BE IDENTIFIED AS "EXTRA DUTY". RECEPTACLES SHALL BE LISTED AS WEATHER-RESISTANT TYPE. 11:PER NEC 110.26, WORKING SPACE FOR EQUIPMENT OPERATING AT 600 VOL TS, NOMINAL, OR LESS TO GROUND AND LIKELY TO REQUIRE EXAMINATION, ADJUSTMENT, SERVICING, OR MAINTENANCE WHILE ENERGIZED SHALL COMPLY WITH THE DIMENSIONS OF 110.26(A)(1 ), (A)(2), AND (A)(3) MODULAR NOTE: EMT CONDUIT SHALL NOT BE USED WITH UNFUSED CONDUCTORS INSIDE BUILDING LINES PANEL MB 200AMP 120/208V 1 PHASE -=- NO SCALE FIELD VERIFY AIC RATING REQUIREMENTS BUILDING/ SERVICE DISCONNECTING MEANS MUST BE LOCATED ON OR WITHIN 15 FEET OF THE BUILDING AND MUST HAVE LABEL IDENTIFYING ITS FUNCTION AS THE BUILDING DISCONNECT PER WAC 296-469-225 RECEIVED MAY 16 2016 CITY OF RENTON PLANNING DIVISION ......... ~ . .,~"-\\ :':'.:_~•1.,,.• ·-'·' ,,,~1-l'i -~---,-<·'7.. •;.::.-::",-<.._, .. c __ r-:·~·'·ri;:. (>., :r.:: /: {:,·· C > •,>,•l;:t,. .::::::/ ,J 'I• 11::"°-'• • \ ~-)z, ~:,\ .I,·, !. : •-::, "-.,,_ J; 2,543 !JS• .. ;/;~:':_!-Q5JJ._::fi5<,~•. ••'().\\' \}·1;..• ~~---- REV. i DESCRIPTION DATE BY I ···············'--·--··-··---·-·--·--·----··------------... ..... ... --..... -·· ....... 1 ... ·······-·······-···-····--··-+···-··--REUSE OF DOCUMENTS THIS DOCUMENT ANO TI-IE IDEAS ANO DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF MODERN BUILDING SYSTEMS INC. AND ARE NOTTO BE USED IN WHOLE OR IN PART FOR ANY OTHER USE OR PROJECT WITHOUT WRtTIEN AUTHORIZATION. l1l1EAN SHEET ELECTRICAL LEGEND & NOTES JOB# 2016-RN '-·--·-------·---··-··---. . . --/--------··-·--+· ----BUILDING SYSTEMS MODERN BUii QlNG SYSTEMS INC TELEPHONE: (503) 749-4949 FAX: {503) 749-4950 P.O BOX 110, 9493 PORTER ROAD. AUM$Vlli.E. OR 97325 CHECKOlJTOURWEB PAGE: www.~.a,,n © MOOERN BUILDING SYSTEMS, INC. 2016 PROJ. 28' x 64' CLASSROOM KCDA RENTON SD ADDRESS 134030 144th Ave. SE, Renton, WA. 98059 SHEET# E 0.1 I oRw Author I DATE4/5/16 REV. 2 ,~-.... '. 1 ·1 \ } "-~/ WOOD BLOCKING ABOVE WHITE BOARD (FOR INSTALLATION OF PROJECTOR BY 7-------- ----/ "\ ! 2 . \ ! ' I "~--,.-,..,' _,,.----,", ( 3 l \, ~) '·,- 0WNER) (SEE SHEET A4.0 ELEV 2) / --------c-------- :/--·---~,\ /// -~-----! ___________ . ______________ -- ~ A ) · ,, ./ ,, L -TAT······· ········ ....... ~~-······ ······· :::=~;n:·-r; .-~ j ··~/ TRQ·L\ '.c<;< TR ,L. 1 .. • .. n-1 TR{J;L .. \ TRA1sl '7(:~ TR(~""' ~-. A7 ~--A11 ii A17 TR 7'-10" A.F.F.A15>-U' ....•...• A15 TR [ 'I ' A15 ... 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DESCRIPTION ADDED DEDICATED CIRCUIT DATE 06/25/15 BY VF REUSE OF DOCUMENTS ' !' u ····· .• '· -..__l; 11·, ELECTRICAL PLAN \_j 3/16" = 1'-0" DDEAN SHEET ELECTRICAL PLAN RECEIVED MAY 16 2016 CDTV Of Rl:MTON i L.I""'"''"'-" ..., .......... "" JOB# / ~---~~ .• .!.°,\ 1:, .. /i,.'.l.\11•• •!"';;;_:.of :~~~1:;'0<~-~" II/.·'""( .. · <~,-f· ·t,. ·'/\t'~ _.:...:.. 1~ :... '! za .~/ -;:-• ... • \ J • • \ "'"! ' /.~. • 1; \_ ;1543 .,. 0~'. .. ~-"~·,,,.,Ti:\{\/~'\.;-A • ~\._ "->.:,:_,~''·' .-~'··•·11;.\,\\. , .... .......... 2016-RN THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF MODERN BUILDING SYSTEMS INC. AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER USE OR PROJECT WITHOlJT WRITIEN AUTHORIZATION. BUILDING SYSTEMS PROJ. 28' x 64' CLASSROOM SHEET# MQQERN BUILDING SYSTEMS INC. TELEPHONE: (503) 749-4949 FAX: (503) 749-4950 P.O BOX 110,9493PORTER ROAD.AUMSVILLE.OR 97325 CHECK OUT OUR WEB PAGE: www.rnodembuildngsmu:om @MODERN BUILDING SYSTEMS, (NC. 2016 KCDA RENTON SD ADDRESS 134030 144th Ave. SE, Renton, WA. 98059 E 1.0 l oRW Author I DATE4/5/16 ·.,.---. / 1 \ ' ' l .I \, / T /~ ! 2 1 '( ,,..---... , LIGHTING PLAN NOTES OCCUPANCY SENSOR($) IN EACH ROOM WILL BE WIRED TO CONTROL ALL LIGHT FIXTURES IN THAT ROOM. LIGHT WIRING AS SHOWN IS FOR GENERAL CONTROL CLARIFICATION ONLY. /-·. ACTUAL WIRING FOR CONTROLS (I.E.: SWITCHES, OCCUPANCY SENSORS ( 3 ') AND DAYLIGHT SENSORS) SHALL BE PER CONTROL MANUFACTURER'S \ i SPECIFICATIONS AND AS NECESSARY TO MEET THE CODE REQUIREMENTS '· .. ,". FOR EACH CONTROL AND THE LIGHT FIXTURES CONNECTED TO IT. I I ' I \ ~,_A_/\i---~~ ! ~!-!---·-····--·.. =------·······~· . . ·11n--l !! 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""' LIGHTING PLAN ' 1 '··-·--·-· .. ---·····--""" __________ ,. ___ _ \.,__} 3/16" = 1 '-0" CITY OJ= RENTON P!cANNING DIVISION SHEET LIGHTING PLAN JOB# ~~-.~\\ ,\. h.,1,,,.1• .'!:<> /or-;··;.?i;/·· 1< ~. ~5/>'<" I.~".-.,,, 1 ~ 11-~. 'I',/', {,. o,~ .c.:..., /1" "".f" <I• ·/ \ ~-;. •"' I c;. 'zit • \ ! • ....... , ~:, . !~-· • ..... t \ 21543 1 l\ .. • .. •..,.·1'.,,:kfc:"-r' .. :'.SY,~.,. •• ,:;,-.. --~';<.,(,. •/' .... /()\\' \'.>. ···-~·· 2016-RN REV, 1._1:ESCRIPTIO~------.. ------------PATE ·---~~ :~s~u~f~'!J;,Tii<EIDEASAND 3 i RELOCATE PORCH LIGHTS PER CODE ~6/3~(1ci I \/Fj ~~~,~~g~~~~~~'::'66~Ri:,e:0:~,:,~~ DDEAN BUILDING SYSTEMS PROJ. 28' x 64' CLASSROOM KCDA RENTON SD SHEET# SYSTEMS INC. AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY ~----------------------+-------+----! OTHER USE OR PROJECT WITHOUT WRITIEN AUTHORIZATION. MQDERN BUILDING SYSTEMS INC. TELEPHONE: {503) 749-4949 FAX: (503) 749-4950 P.O. BOX 110, 94~ PORTER ROAD. AUMSVILLE, OR 97325 CHECK OUTOURWEBPAQE:www~.coo, @ MODERN BUILDING SYSTEMS, INC. 2016 E 2.0 ADDRESS 134030 144th Ave. SE, Renton, WA. 98059 DRW Author I DATE4/5/16 MAIN DISTRIBUTION PANEL PANELA MOUNTING Recessed PROJECT NO: 2016-RN DATE: 4/5/16 Load Name ~~:-: ·~i;~:i;jNumberof A B Number of Poles Circuit Rating Number Load Name mg : Number ! Poles _____ ~:~~:~/:::;~~~: ;~~-!~ _______ ~_ l;~~:],~~i~YA it~~~~~-' = ............ :~:::~-6~A L _ __ HVACCl~ssroom A _____ _ Exterior Receptacles 20 A . AS . 1 360 VA ! 2704 VA 2 A6 ! 30 A , HVAC Classroom A Receptacles Classroom A 20 A · A7 · 1 AB. --· --- Receptacles Classroom A 20 A A9 1 2 A10 60 A HVAC Classroom B Receptacles & Clock Classroom A 20 A A11 1 -A12 Receptacles Classroom B 20 A J\13 1 2 A14 30A HVAC Classroom B Receptacles Classroom B 20 A A 15 1 1,; --A 16 --~-f-'-'-'-.::___--'--~~-+-~~-~==--~---1 Receptacles & Clock Classroom B 20 A A17 1 540 VA 1 A18 20 A Dedicated IDF Receptacle A19 A20 A21 +-----j--~A2~2->----+----------------, A23 , --A24 TOTALPANELVA= 39232VA i 189Ai =TOTALPANELAMPS , BUSS SIZE I 200 A l VOLTAGE i 120/208 j I MAIN BREAKER -r-200 A---·----r--------PHASE(-----·--1 -------·------------; . . ITEM CONNECTEE LOAD --1 DEMAND FACTOR CALCULATED LOAD ... LIGHTS 1576 VA 125.00% ·········-·--··-······ +--··························-··········-····-····················-·-·,-··-········-·······-········--! SIGN CIRCUIT RECEPTACLE 3960VA -· DED. RECEPTACLE ············-··---·----·-·--·--······----·-·--)_ ___ .............. ·-----------..... --·. --·f- MOTORS & COMPRESSORS TOTAL MOTOR HEATING & A/C (Per Mfg's Specs) TOTAL HEAT & NC LOAD MISCELLANEOUS WATER HEATER 33696 VA 100.00% 3960W . -----------: OW ···········-····--·-·-·---···--·-··-: ow 100.00% 33696W I ·--------···-····----------·-····"-··--+--------·-·--·-···--·-----·-··········-···-•-·······-----I OW ....... I---------.. ·········-·--·---·----·----·-··-··-·-·------ CONNECTED LOAD CALCULATED LOAD l . ------------· ···-·····-··--------------1-·- TOTAL VA= 39232 VA TOTAL VA= 39626 VA , TOTAL AMPS=_ _ _____ j _______ 189 A _________ L ______ TOTAL AMPS= _____ !_ 191 A REV.i DESCRIPTION DATE BY VF DDEAN SHEETELEC. PANELS & LOAD CALCS. 2 ADDED DEDICATED CIRCUIT 06/25/15 )--·-------·---------------------------1------------+-------- REUSE OF DOCUMENTS THIS DOCUMENT AND THE IDEAS AND DESIGNS IN CORPORA TED HEREIN ARE THE PROPERTY OF MODERN BUILDING SYSTEMS INC. ANO ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER USE OR PROJECT WITHOUT WRITIEN AUTHORIZATION. BUILDING SYSTEMS MODERN BUILDING SYSTEMS INC. TEl..EPHONE: {503) 749-4949 FAX: {503) 749-4950 P.0 BOX 110, 9493 PORTER ROAD. AUMSVlli.E, OR 97325 CHECK OUT OUR WEB PAO£: www.modembuildingsystem$.OOITI @ MODERN BUILDING SYSTEMS, INC. 2016 PROJ. 28' x 64' CLASSROOM KCDA RENTON SD ADDRESS 134030 144th Ave. SE, Renton, WA. 98059 JOB# SHEET# ~._.~4! • .. t\\'"0- 1'::1:,:,,,•! +•"-> /01 \\ ·--1r,,1>.Sr~• •-~;:.""'· /:·~~,,,,_ C:.-;._\\.f:9 :. CJ/!;,-hi-,' ,, \ t.: .~ ( '-;;-· J .. . \ • .. , /"". ,..,.,.., 41':,. is,,. •t'"'/. 21543_-~;,/.,_'-:• •.~~-.-4.>~~~ .. _-·,\.-;,.. '-'·· '--' ,-:-.'-' .-.. ~-.yl()\.\L \ ... .......... 2016-RN E 3.0 I oRW Author I DATE4/5/16 MECHANICAL NOTES 1. MECHANICAL UNIT: (2) 3.0 TON WALL HUNG HEAT PUMP WITH 10 kW ELECTRICAL HEAT AND ECONOMIZER OUTSIDE AIR CALCULATION MECHANICAL UNIT A : CLASSROOM AREA FACTOR (30 OCC)(10 CFM) (860 SF}L12 CFM} TOTAL = 300 = 103 =403CFM HVAC SYMBOL LEGEND l)s(I 2· x 2· LAY-IN suPPL Y DIFFUSER ++tt+;-FLEX DUCT 2. CONTROLS: THERMOSTAT: MINIMUM OUTSIDE AIR FOR UNOCCUPIED BUILDING = 103 CFM 0) THERMOSTAT +48" A.F.F. TO TOP OF CONTROLS PECO T4932SCH-001 DCV/OCCUPANCY SENSOR: OCCUPANCY SENSING THERMOSTAT 3. DUCTWORK: MATERIAL: MIN. 26 GA. SHEET METAL ROUNDS AND FLEX DUCT ROUNDS AT DIFFUSERS INSULATING AND SEALING: DUCTWORK TO BE INSULATED AND SEALED PER OEESC 503.2.7 & WSEC C403.2.7. CONSTRUCTION: DUCTWORK TO BE CONSTRUCTED AS LOW PRESSURE DUCT SYSTEM PER OEESC 503.2.7.1.1 AND WSEC C403.2.7.3.1 4. VOLUME DAMPERS: PROVIDE VOLUME DAMPERS TO CONTROL AIRFLOW AT EACH DIFFUSER MECHANICAL UNIT B : CLASSROOM AREA FACTOR (30 OCC)(10 CFM) (860 SF)L 12 CFM} TOTAL MINIMUM OUTSIDE AIR FOR UNOCCUPIED BUILDING = 300 = 103 =403CFM = 103 CFM ',,,," . 1 ~~ . ~1 CEILING~~ #12WIRE EA. SIDE-TYP. ____ / /"; / ,-RAFTER V, • X X X X i+E--DUCT t if / / 1" MIN. SHEET METAL DUCT HANGER STRAP AS REQUIRED BY DUCT MANUFACTURER -----~ /-,, DUCT SUPPORT I 3 , ........................................................................ .. '~j 1 11 = 1'-0" REV. i DESCRIPTION 1--·+-------------·----.. -----________ L~~T~E ________ I BY REUSE OF DOCUMENTS THIS DOCUMENT AND THE IDEAS ANO DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF MODERN BUILDING SYSTEMS INC. ANO ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER USE OR PROJECT WITHOUT WRITIEN AUTHORIZATION. DDEAN SHEET HVAC NOTES & LEGEND BUILDING SYSTEMS MODERN BUILDING SYSTEM$ INC. TELEPHONE: (503) 749-4949 FAX: (503) 749-4950 P.O. BOX 110, 9493PORT£R ROAD. A.UUSVlltE,OR 97325 CHECK OIJT OVR WEB PAGE: www.modembuildingsystem&.com © MODERN BUILDING SYSTEMS, INC. 2016 PROJ. 28' x 64' CLASSROOM KCDA RENTON SD ADDRESS 134030 144th Ave. SE, Renton, WA. 98059 RECEIVED MAY 16 2016 CITY OF Rl:NTON PLANN!NG DIVISION JOB# SHEET# ---=._..;Al~. .~\\ ;\. h,l,y/_ •• -·'\ ----.. · 1/ • • ~."-._, :of Yo -~-,,1;1"~-~'i':. •:)!.'<· ,,_::--:·~-:? ,;.,.:,\\!;.• • .. -:· I;_, -01· ._, ' \ ... · .. -.,:..:..-I. :., ''Z • • ::::: ! -:--• J • a I & / /t • \ ,t(f",:1 le<. e, ~ \ 21543 .. / z\'• • s->--~·t·,,, ·TptX>','\.-:-_. • -h;."""'.!.:.:~,(,. .•. ,.~·,(·"\\. \:~ ··•'-·-- 2016-RN M 0.1 I ORWVF I DATE4/5/16 ,----, //1---, \ \, /' , ___ _... / -, ( 2 \ "'-..,..-/ ; ,..---..... ( 3 \ \ ' \. / ~ ( A .\ \ f \,,.._ _____ ... / . --- --···-····--·•---··--------·---. -•-. ----·-· /,.----....__-. 30" x 8" x 24 GA $HT MTL START COLLAR-TYP MECH. UNITA~ r B \ i }----~ \ j ' . ~/ 1100 CFM RIA WALL GRILLE -TYP. ' ' \ \ __ j ~~-, ------.. , ll wq y- [/: ---. -I= ------ ~ 275 CFM 8"0 -->··--- ..•... \--Tl .;.;... ~ ~« ---24' -O" L 275CFM I 8"0 CLASSF L . 1.·, : 1, \. L LC___ -···· I 1.· -----·n---~- - __ J2!!1 ~,,-1,:,;,~r~:r---~ _ ~:11,_11 ,wt 275 CFM 275 CFM ,, 275 CFM 8"0 8"0 8"0 .• A Vi ····Ff ········ ,., .... )< .. i i I ! ' .,_ ........ _._ 11.·· ·-··-_,, ,' ! /\ ! ' ---i J( ; ' 275CFM 8"0 1 30"x8" II 24' -O" L ' ---IN __ 275 CFM 8"0 ! CLAS~ROOM Bl :r---n, -·-- [! 275 CFM 8"0 [--- '\,/ ! /\ @:: .L---=1 II (i-+l n · ~ !'" ~:::lie-- ,__MECH. UNITB / / ~-,\ ~ . -,, -= ,, I ••.. 1, J (CJ -- ! ,, ____ / REV. i DESCRIPTION _____ _ ___________________________ J DATE '-------------------------~---··-----·--+-----·-------+- BY REUSE OF DOCUMENTS THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF MODERN BUILDING SYSTEMS INC. AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR /JJ>IY OTHER USE OR PROJECT WITHOUT WRITIEN AUTHORIZATION. ,-,. HVAC PLAN \~j 3/16" = 1'-0" DIJEAN BUILDING SYSTEMS MQDERN BUILPING SYSTEMS INC. TELEPHONE: {503) 749-4949 FAX: {503) 749-4950 P.O. BOX 110, 94G3 PORTER ROAD. AUMSVILLE. OR 97325 CHECKOUT OUR WEB PAGE: -~-com © MODERN BUllDING SYSTEMS, INC. 2016 '- SHEET HVAC PLAN PROJ. 28' x 64' CLASSROOM KCDA RENTON SD ADDRESS 134030 144th Ave. SE, Renton, WA. 98059 RECE\VED MA'/ 16 2016 CITY Of RENTON PLANNING DIVISION JOB# . .-:~. ~~" \\ '",-~,I,\~. ·~)/'cf \I ,;,,-,7;:..../7(• -·~--, /.,":-'i" /---=-, __ , 1~-;f~. ". _:;,-(:.: f.,,-f·"" .· -:; \ "''_• •-"I \"-· •. '\'::"'• • ' -I z• ~ . I n. . <\ .rr::· I ! -'A . , '~. •0/'-..h. 21543 . /fJ• •.:-:,,'>!-'</~1---rr:f~:.>'· ...:;.·. -•;·1,~~~-_-ti-~~ ....... - 2016-RN SHEET# M 1.0 DRWVF DATE4/5/16 I I I I I I I I I I I I I I I I I I I March 16, 2015 Project No. KE150128A Renton School District c/o Greene Gasaway Architects, PLLC P.O. Box 4158 Federal Way, Washington 98062 Attention: Mr. Sam Rosendahl Subject: Document Review associated earth sciences incorporated Portable Classroom Placements Renton School District Multiple Locations Dear Mr. Rosendahl: RECEIVED MAY 1 6 2016 CITY Or ::::~~YON PLANN!NG DIVISION This report presents the results of Associated Earth Sciences, lnc.'s (AESl's) review of AESl's past project files and exploration logs at schools currently planned to receive new portable classrooms. This summary of available subsurface exploration information has been prepared for the eight elementary schools identified by Greene Gasaway Architects, PLLC. Where past explorations have been identified, preliminary findings, including our opinion regarding the feasibility of storm water infiltration, are provided. Written authorization to proceed with this study was granted by Greene Gasaway Architects, PLLC. This review was accomplished in general accordance with our original proposal letter dated March 6, 2015. This report has been prepared for the exclusive use of the Renton School District, and its agents, for specific application to this project. Within the limitations of scope, schedule, and budget, our services have been performed in accordance with generally accepted geotechnical engineering and engineering geology practices in effect in this area at the time our report was prepared. No other warranty, express or implied, is made. PROJECT AND SITE DESCRIPTIONS We understand that the Renton School District is proposing the placement (or replacement) of portable classroom buildings at the following elementary schools: Kirkland Office I 911 Fifth Avenue I Kirkland, WA 98033 PI 425.827.7701 Fl 425.827.5424 Everett Office I 2911 )I Hewitt Avenue, Suite 2 I Everett, WA 98201 P I 425.259.0522 F I 425.252.3408 Tacoma Office I 1552 Commerce Street, Suite 102 I Tacoma, WA 98402 PI 253.722.2992 FI 253.722.2993 www.aesgeo.com •• I I I I i , I I I 11 ' I I I I I I I I I I Portable Classroom Placements Renton School District Proposed placement during 2015 Document Review • Maplewood Heights: 130 -Jericho Avenue SE, Renton, Washington • Hazelwood: 7100 -116'h Avenue SE, Newcastle, Washington • Campbell Hill: 6418 S 1241h Street, Seattle, Washington • Sierra Heights: 2501-Union Avenue NE, Renton, Washington Proposed placement possibly during 2016 • Tiffany Park: 1601 Lake Youngs Way SE, Renton, Washington • Talbot Hill: 2300 Talbot Road South, Renton, Washington • Lakeridge: 7400 South 115th Street, Seattle, Washington • Bryn Mawr: 8212 South 118'h Street, Seattle, Washington We understand that the portable buildings will be self-contained, and each will consist of a wood-frame building supported on concrete foundation bearing strips. A crawl-space floor design is expected, without a slab-on-grade floor. We understand that infiltration of collected storm water is currently under consideration for the proposed portable buildings. AESI DOCUMENT REVIEW -FINDINGS AESI has completed a review of AESl's past project files and exploration logs of the above-listed sites. The following sections provide a brief overview of the anticipated subsurface conditions at each site, based on the data gathered during our document review. Copies of previous AESI exploration logs and site plans reviewed for this study are attached to this report. Maplewood Heights Elementary School AESI completed subsurface explorations at the Maplewood Heights Elementary School (ES) site in January 2012 and January 2015. In summary, these explorations encountered medium dense to very dense Vashon lodgement till, overlain in places by fill. The Vashon lodgement till is generally considered suitable for foundation support of portable classroom structures. We consider the density and texture of the lodgement till encountered in our past explorations, along with our previous experience with sites exhibiting similar soil conditions, to preclude the use of infiltration for the handling of storm water runoff at the Maplewood Heights ES site, in our opinion. March 16, 2015 ASSOCIATED EARTH SCIENCES, INC. JPl./pc -KE150128A2 -Projects\20150128\KE\WP Page 2 I I I I I I I I I I I I I I I I I I I Portable Classroom Placements Renton School District Hazelwood Elementary School Document Review AESI completed subsurface explorations at the Hazelwood ES site in June, July, August and November 2003, and February 2004. In summary, these explorations encountered medium dense to very dense Vashon lodgement till, Vashon advance outwash, and Tukwila Formation bedrock, overlain in places by fill. The lodgement till, advance outwash, and bedrock are generally considered suitable for foundation support of portable classroom structures. We consider the density and texture of the lodgement till, and bedrock encountered in our past explorations, along with our previous experience with sites exhibiting similar soil/rock conditions, to preclude the use of infiltration for the handling of storm water runoff. The Vashon advance outwash soils, encountered primarily at the northern and eastern portions of the Hazelwood ES site, may be conducive to storm water infiltration. We recommend a site-specific exploration for the proposed portables to evaluate the feasibility of storm water infiltration at the planned locations of the new structures. Campbell Hill Elementary School AESI completed subsurface explorations at the Campbell Hill ES site in December 2000. In summary, these explorations encountered medium dense to very dense ablation till, lodgement till, and Tukwila Formation bedrock, .overlain in places by fill. The ablation till, lodgement till, and bedrock are generally considered suitable for foundation support of portable classroom structures. We consider the variability in density and texture of the ablation till, the density and texture of the lodgement till, and bedrock encountered in our past explorations, along with our previous experience with sites exhibiting similar soil/rock conditions, to preclude the use of infiltration for the handling of storm water runoff at the Campbell Hill ES site, in our opinion. Sierra Heights Elementary School AESI completed subsurface explorations at the Sierra Heights ES site in September 1993. In summary, these explorations encountered very dense Vashon lodgement till, overlain in places by fill. The Vashon lodgement till is generally considered suitable for foundation support of portable classroom structures. We consider the density and texture of the lodgement till encountered in our past explorations, along with our previous experience with sites exhibiting similar soil conditions, to preclude the use of infiltration for the handling of storm water runoff at the Sierra Heights ES site, in our opinion. Tiffany Park Elementary School Our research did not reveal past AESI subsurface explorations at the existing Tiffany Park ES site. AESI completed subsurface explorations at a potential Tiffany Park ES site, located to the southeast of the existing Tiffany Park ES campus, in September 2012. In summary, these March 16, 2015 ASSOCIATED EARTH SCIENCES, INC. lPl/pc -KE150128AZ-Projects\20150128\KE\WP Page 3 I I I I I I I I I I I I I I I I I I I Portable Classroom Placements Renton School District Document Review explorations encountered medium dense to very dense Vashon lodgement till. Also, our review of the Geologic Map of King County, Washington, by Derek B. Booth, Kathy A. Troost, and Aaron P. Wisher, 2006, indicates that the existing Tiffany Park ES site is underlain by lodgement till sediments. The Vashon lodgement till is generally considered suitable for foundation support of portable classroom structures. We consider the density and texture of the lodgement till encountered in our past explorations at the nearby site, along with our review of the regional geologic map and our previous experience with sites exhibiting similar soil conditions, to likely' preclude the use of infiltration for the handling of storm water runoff at the existing Tiffany Park ES site, in our opinion. We recommend a site-specific exploration for the proposed portables to evaluate the feasibility of storm water infiltration at the planned locations of the new structures. Talbot Hill Elementary School AESI completed subsurface explorations at the Talbot Hill ES site in April 1996. In summary, these explorations encountered very dense lodgement till and Renton Formation bedrock, overlain in places by fill. The lodgement till and bedrock are generally considered suitable for foundation support of portable classroom structures. We consider the density and texture of the lodgement till, and bedrock encountered in our past explorations, along with our previous experience with sites exhibiting similar soil/rock conditions, to preclude the use of infiltration for the handling of storm water runoff at the Talbot Hill ES site, in our opinion. Lakeridge Elementary School AESI completed subsurface explorations at the Lakeridge ES site in April 1991, January 1993 and March 1994, and issued a letter dated April 22, 2014 providing our opinion regarding the feasibility of storm water infiltration, based on previous explorations in the vicinity of the site. In summary, the referenced explorations, both on-site and in the vicinity, encountered very ' dense Vashon lodgement till, overlain in places by fill. The Vashon lodgement till is generally considered suitable for foundation support of portable classroom structures. As mentioned in our April 22, 2014 letter, we consider the density and texture of the lodgement till encountered in our past explorations, along with our previous experience with sites exhibiting similar soil conditions, to preclude the use of infiltration for the handling of storm water runoff at the Lake ridge ES site, in our opinion. Bryn Mawr Elementary School Our research did not reveal past AESI subsurface explorations at the Bryn Mawr ES site. AESI recently issued a proposal to complete subsurface explorations for support in design of ADA improvement at the existing Bryn Mawr ES campus. We recommend that these explorations be March 16, 2015 ASSOCIATED EARTH SCIENCES, INC. JPt/pc-KE15012BA2 :_ Pro}ects\20150128\KE\WP Page 4 ~----------------------------- I I I I I I I I I I I I I I I I I I I Portable Classroom Placements Renton School District Document Review expanded to include a site-specific exploration for the proposed portables to evaluate the feasibility of storm water infiltration at the planned locations of the new structures. CLOSURE We are pleased to have had the opportunity to prepare this summary of anticipated subsurface conditions at the above-listed sites, based on the data gathered during our document review. We are confident that this report will aid in your design process. As stated above, we recommend that site-specific explorations be completed for selected sites where currently- available information is lacking or suggests variability in subsurface conditions. If you should have any questions, please do not hesitate to call. Sincerely, ASSOCIATED EARTH SCIENCES, INC. Kirkland, Washington Jeffrey P. Laub, L.G., L.E.G. Senior Project Engineering Geologist Kurt D. Merriman, P.E. Senior Principal Engineer Attachment A: Site Plan and Exploration Logs -Maplewood Heights ES Attachment B: Site Plan and Exploration Logs -Hazelwood ES Attachment C: Site Plan and Exploration Logs -Campbell Hill ES Attachment D: Site Plan and Exploration Logs -Sierra Heights ES Attachment E: Site Plan and Exploration Logs -Tiffany Park ES (nearby site) Attachment F: Site Plan and Exploration Logs -Talbot Hill ES Attachment G: Site Plan and Exploration Logs -Lakeridge ES March 16, 2015 ASSOCIATED EARTH SCIENCES, INC. JPVpc-KE1501ZBAZ-Projects\20150128\KE\WP Page 5 - ii i i ! i ~ fl: i j -------------- -·-(;·J9 g~i;~;'·~)j,;'':,~j,£ ,.~ -1~~.:~;~;::~:.. •. . . . --,----- ,• ·-,· ..... ;+$~·,-;~, -HB-1 ,·_'"" . :': ·:,:;:~if.if~)\', .. ;:):~ ,., ·. · :-!~/1;.,.-xflfZ.n-.-.:. r.?/~,.4$-,~-<; '\.: • , ' ·-, -' .,.,,, f:%~::.t,..-;-..-4',.~//,'l'J,/~).-:. /'///ijh~~:~ '-... . ·-' ---~ :-. :/::. /.:,'t,~;..J-:t;f?-~~:J':::->-,,y:;,t;:f:;'/:f>,%'~*-"~-, ', .• ' ' --3--··1· --·.,·.:.;;·,~,,.~;;~~·~?-%;,j7/-:· -~-;·;:,'~,//h::·-'l··,~:f//:.i:{,,"·~ · HB-2 ,:i\~~l,,tt:;::f';iJ¥rn:f¥1f;;,{,:XJ;-,-,/1;:f.J;:,?{t:ii!r2ft~f~:3;., :z . , . · 'r ,;..r,;.~, />. ,.. ,·/, ',;'.,,:.,.~,.-;:}?~,,.''.Y %-.,%;~!} ~,.:,,;:,:;'--::,..;;,;;?:\'l,t;:;..:,.;.;,,;,;.,;y:-;-;}~~-//:.::~z:1;;,,,. ·.. · ·• ' ,/"' ,~ ,,'7 / '/l'F/ ,, .-~,r,;,, ,, ,_,.•.,:_.-,_, ':;%/);; "////.;, ::.r/6',~', ,~., , ~ . , :r'uan; f,::,f~s}?J,t?f:f:j,:~f:;:;ji'~fjtii;),\\}Jj}\ . , · r:·', APPROXIMATE LOCATION Pi:·"-~'::. -· ;~·; ··: .-t,:i.,;ff~fia~~;~:~.:t_:~)1:~~~_1~i.f.::J{(111~~-, -:-~ . • '·OF HAND BORING -TYP · ·Y~_.. ''· :;, ' .. :J;'.{!')f\?,i:fi>,@'}ffi:4.'{::,ffz%'0i}ffe«:§t , . -', ·. , · ·:). , , , . .,,, •. , ,•c{.0;,0,:'/ 0.;«;;/,/0'.:,Cf/,~v,'~ •• ,,:%; % i~w~·, V ,., , , ;.-... 1;,: · i•~<,i,{'}3\{f.!'ki1!J{~i?t11Xtr:;;i)ff .Ha::3 / ' .·, ~. , . .._ t.z..3:r.·//~'·(·.-.:,;/~'. ~,/)%:.:;.z'-</,;;.-~?..;~y. ~.>:~{·;r:?1~%'{~ ~ ,.__ ~ ...... : :-,' ,, ~ ".,,,1~-_. ,(:,/.(.:;..'l-:'"., •//'1·/~-,;::.,_,, .,,__.:,J,;,·r,.!~.,/'Z:%Z/::{.·~;,-.,,,/?Y..i;...---,, .• , ,.,, •.-~-,,t.,'•, . ...-,.-/////.0,·/',,-. .,,.,.,-,• I,,•,_.,_ ,r /i'',/•l'/-'/,~·J'..•" / ,-;_, ~ -',; ·(• ,._.,..t{':%'/_;///'.• / /////,I. h,' .. / ·. ·-'_, ., ,;,'/ -:-·/'// ·.-;,, '',/',',~ .. ·-' \ ,,1ff'_.,h'i~l C:.:HP. ) :, 'f./(~),;:;:.;·\:-:~·;:};:,;,,/:::·~·~ .. --.-:,~. '."·-,~-/.--~:'~J~.~:~:r{;.;J"t ~"":;·; , ' ·; :1 ~;,r;i_W1lt.J' , ·' 1.~:.-:.·:.-{;)i::(~;~ :S; ~-::1-:r/·}·~;;:;;:",;,.,~ .r/;<·/';.:::,::..;;~·:;p.. / ( ~:~ · · ,, :! ,.i11~; ""1· .. ~,;·,:,:,...1--z~·.,.;_:~.-;::::-:;.~;;;>;;~:-;;'j'(.i.? / · • / ·v '· '. ', \ \'; · .. ).-' _.-.;;.,;.,.._,~., ) \ir;;z:;;§~j:i}),rt,;(;~;;;;:;{'1¥£:;'~ . : // •• i 't;7;.}_<;g:'f~;;};.;/, ;;1;[~~ .. s-,.;;.,;,:;;;,:C~f:-~,:~-;_:, .. ,,;· I',-·Z~ . . ,. , ' . '\V~',<'.i..;,;:;,;:Axf;(,;:',:;,,_;:/,(,;:,.c,:,.;',w,;:':;;?,;f0,, ,'A APPROXIMATE LOCATION ., ' "'-• 'l'/,J;r;_ 0,"/, ,,,,,.,1,-... ,,, .. , / .. ,, ..... /'•,..,;;;;;;..,,./.,.,. • ,: •. ; I ~'\'i)ii%aff;1,,11r~>t:Wl\tf[t1r~fi0A OF AS.PHALT ~ORE .• TYP , ' "I=;''/.:.,,,, ,,,,.,_//,;,h;,,, .,,, ''C'//,'·~//" . ', .-,·, \~.";,~~i).;J;~_:.:,-:-:., '-'.Y,·X~:/,,;, ,., .. ,,./'l'}.;~·'• ,,/.:ij9, . . ' ' ... ~,. ,,', '" i-,-., ~ ,-,,. f ti):~-~z~@~;-'~~74:%"-~;(~3:~~ ··-:~, ·:. : -...... \ ',, :~; ;~~f'"~:«:t,~1;f~;lef;.;7. .. (~4"y'?/-/. 0.i-~ t:.q; :;, ·-· ·.J ~ •• -----.. '": ·r-:: .. , .. ,, .. ~,.'.'.:-::~/:.: :.--;/~7-::'W "" x: ,-G":.;1 ~ , . . ' ' ---f:L•---,.. .. ~,.·~ .. ,,,,.. /'°'/," ,.. • • ,:;,,, ~-i,.., "·,-;-c~";:·-,"Vh\{7,;. , :..c ',;;};;i\J~~,:'"c;:;, • /,J ',/,,' .... ~'", , #, / , :· '• ".( ~-;lrf;,,;?;;f~X:!~~1*->:P :-: ~ ~~ ;aW-f.Jff@Itf;W~}% '· I f REFERENCE: AHBL HQli: BLACK ANO WHITE REPRODUCTION Of THIS COLOR ORIGINAL MAY REDUCE ITS EFFECTIVENESS AND LEAD TO INCORRECT INTERPRETATION. l~,., ···,, ! r i :::i: " ~ ; <, .• ,,,,,,•'' ~ associated earth sciences (. (1 ii o r ,., <: 1 SITE AND EXPLORATION PLAN MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL RENTON, WASHINGTON --- N A 0 20 40 FEET FIGURE 2 DATE 1/15 PROJ, NO, TE140638A - I I I I I ! I I \:1 I~ gj it 1:l ,~ ii' " .; ~ 8 :, i .. I .®',,,.,1,1,d Exnloration Loa ~ earth sciences Project Number I Exploration Number Sheet ' Incorporated TE140638A HB-1 1 of 1 I Project Name Mai:ileWQQd l:leigbts Elemeata~ ScbQQI Ground Surface Elevation (ft) Location Bea!Qa WA Datum llllA Driller/Equipment !:lam! BQciag Date Start/Finish iM0/1.', 11<011', I Hammer Weight/Drop ~I/A Hole Diameter (in) A• g 11 :ii ~ § i :l I ~ % ="' Blows/Foot I "'E .,,_ s E l!! >, s:~ .e "' " {!)<I) 0 T (/) 8 ~ a, DESCRIPTION 10 20 30 40 0 ; ... Vashon Lodgement Till I • .. .. ·. f- Medium dense, moist to very moist, gray, silt~ fine SAND, some fine to I S-1 .. coarse gravel, trace medium to coarse sand SM). -.. I f-.. Dense at 1 foot. .. S-2 .. -... .. I . : ... .. ·.· .. I Bottom of exploration boring at 2 feet No seepage. No caving. I I I I I I I i I ' I I I I t-5 I I I Sampler Type (ST): - [D 0 No Recovery 2" OD Split Spoon Sampler (SPT) M-Moisture Logged by: LDM I [I] 3" OD Split Spoon Sampler (D & M) I] Ring Sample ~ Water Level () Approved by: CJK IQ! IZJ Shelby Tube Sample.? Water Level at time of drilling (ATD) Grab Sample I I I 1. I I I I I I I I I I I I I I I ~ ii ii asr.oclated earth sciences ~ i11corpc,lilt*d Project Number TE140638A Project Name Location Driller/Equipment Hammer Weight/Drop Maplewood Heights Elementacy School Renton WA Hand Boring NIA g "' u- ~ -o .c .0 .c o. E 0. s E I!!>-" T " (!)Cl) Cl (/) DESCRIPTION .. Vashon Lodgement Till : : .. ~ I Exnloration Log Exploration Number HB-2 Sheet 1 of 1 Ground Surface Elevation (ft) Datum _,,N'c/A":-:-:,...,..,-c-.,--- Date Start/Finish 1 (19(15 1119115 Hole Diameter (in) _,,4_.j.,n,_r.,b.,e.,$ _____ _ Blows/Foot 10 20 30 40 5-1 Medium dense, moist to very moist, gray, silty fine SAND, some fine to coarse gravel, trace medlum to coarse sand (SM). t-5 ,... .. .. -, .. ~ 5-2 ·. · .. -: - ,• .. Dense at 2 feet. >------------·-··-··········-·--·--·· ··-·-·-·-----·--·--------! Bottom of exploration boring at 2.5 feet No seepage, No caving. i ~ 2 ;11---::-S-am'-p-':-le-r-=Tc'yp-e-:(::cST:::)-, ----------------------..... -'--'--'--'---'-...l..-..L.._.,_..1...-1 j [D 2" OD Split Spoon Sampler (SPT) [D 3" OD Split Spoon Sampler {D & M) ~ Grab Sample 0 No Recovery M • Moisture I) Ring Sample 'SJ. Water Level () 0 Shelby Tube Sample.!'. Water Level at time of drilling {ATD) Logged by: LDM Approved by; CJK i 1 ! I i w ~ i REFERENCE: CLIENT £ i j Associated Earth Sciences, Inc. i~~~~~ l5 ~~~~~ ~--------------- ·K· _.!.·i ' . . .( ~ ~ a -.. ·_""-. (':·2. . ; .· '"· ,/·. ···-.··.-"c.;·~, ... 'I -~-< .... , _,:-·:,"'if ';ii~::-,, _: ' "'"''' ,; '\. ,.,.. :.~·<, :,, ' .~ ''~~ ~, ', '· ... -~~-,· .•. \ . '\.~, '' ·, ') I '-•••P'-I "-, '\ \ ' i . '',)-~ ----, / '. \ \ / ... :T ,/(·,, \\\ .,. ,;·.~·/:i}t, ' ', \ \ \ i ' \ / ',,,. ' .. ' \ .) { f I' ! ;i ! : .; /~ B\.\ ,......·,,.. f , EXISTING SCHOOL ··;•l, . • "•!"•' ~-\\ \\ ,.:;:cL_.,...,.,. \ '. 't IT' APPROXIMATE LOCATION 8 EB4\ \.. J OF EXPLORATION BORING \\~ ;<TYP . \ \. f ll!!J;,EB-1 ~ '~o· "' .. ,·-}':, .. ; 1, :1,: !\: ., ! - 1!!· • \f. '·· .'-~-, b {;---~ ·, ' ~ ""\ -····-- --;·,J.~:",./·.'. ,,. ... i ·_; ;;-.······::,~- .. . .. ' r·.,:-c.:: \__EDGEOFEXISTINGASPHALT ·.,... -4-' ~ .. )1'~- ~~ -\ f '>1' .. \\n / -~~3 \ \ ; I \ \ ; ' \ \ ! \ ' :, . \ './ ' \ f I'. . h I ' ' -.. __ ----........ --··---........ I 1: -!\ \ "\,_-. .. -....... ~ I ~';'C.: '---------- ·-·-.... ----~-- ·,, ~:.:. ::::~ \ }ffft;/Y.;:~~-.,'='· '" \ .__. ·:.-·. "::i.~:·:~ .. ·,~. <:. ' :-'•' .. ~ ........ .---.. -·-.. ----·--.. ----~---··· _.., ............ --···----', ' .. ___ .... SITE AND EXPLORATION PLAN MAPLEWOOD HEIGHTS ELEMENTARY -COVERED PLAY AREA RENTON, WASHINGTON ', . _, 0 N A 50 100 FEET FIGURE 2 DATE 1/12 PROJ. NO. TE120020A I I I I I I I I I I I I I I I I I I Associated Earth Sciences, Inc. Exoloration Loa [ffl ~ ~~m Project Number I Exploration Number Sheet ---TE120020A EB-1 1 of 1 Project Name Mai;i!ewood l::!!aigbt~ Elemeotar~ -QQV!al'.l!d e1a~ l>,rea Ground Surface Elevation (fl) Location RentQO, Wl\ Datum WA Driller/Equipment ~~Q'~rill I Ir.iiler Mot.mt@d l::!Sll Date StarVFinish l 12Zll 2 l /2Zll 2 Hammer Weight/Drop Hole Diameter (In) g " J. "' .Qc3 0 "*-=i 3~ ,= -fi.t> Blows/Foot a. s E !! E Q)~ ~ ~ <l> T "' (!) it 3: E ! .Q C "' DESCRIPTION 8 3: a, 10 20 30 40 6 Jnches Forest Duff Oraanlc Vashon Lodgement TIii (Weathered) J S-1 Very moist, gay, silty fine to medium SAND, with gravel, slight oxidation 2 A7 staining. . 6 11 ~ 5 Vashon Lodgement TIii (Unweathered) ::r: S-2 Wet to very moist, gray, silty fine to medium SAND, with gravel, orange 20 oxidation staining. · 27 26 S-3 Wet, gray, silty fine to medium SAND, with gravel. 9 •21· 14 12 -10 Vei moist, way, fine to medium SAND, with gravel, slight horizontal S-4 oxi ation sta ning. 1t A,$ 15 21 S-5 Moist, gray, fine to medium SAND, with gravel. 2S ,Oil • ~ 15 Bottom of exploration boring al 13.5 feet Ground water seepage at 5 feet. -20 ~ 25 -30 NI-35 ~I- ..: ii ~ .!' ~ "' ;Ji Sampler Type (ST): !l rn 0 No Recovery 0 2" OD Split Spoon Sampler (SPT) M -Moisture Logged by: !" <C [I] 3' OD Split Spoon Sampler (D & M) [I Ring Sample :,I. Water Level O Approved by: D " ~ -- $ "' ~ ,; @ iii.so 75/ 2~ MT I I I I I I I I I Associated Earth Sciences, Inc. Exploration Loa ~~ ~~ m Project Number I Exploration Number Sheet ~~_\,'! . TE120020A EB-2 1 of 1 Project Name Mai;ilellioQd !:!eights Elemeo!aJ:¥ • Cgi1eteci Pl!!ll Acea Ground Surface Elevation (ft) Location BeotQO, WA Datum Nill Driller/Equipment tfoMPtill lirailet Mounted !:ISA Date Start/Finish l /2Zll 2 l /2Zll 2 Hammer WeighVDrop Hole Diameter (In) ' g C: J. J ~ :l! Ii ,g t ~ "-E =" !l~ Blows/Foot s '!<" ~ ;, E I!!>, ;;; 5 " 0 : " T ~ CJ V) ~i:i:i 0 DESCRIPTION 0 10 20 30 0 40 ~ 4 Inches Sod/ Toosoll r Fill S-1 Wet, gray, silty fine to medium SAND, with gravel, slight orange oxidation staining. 11 .6.3 14 21 I-5 S-2 7 1.6.11 5 16 J Vashon Lodgement TIii (Unweathered) 47 S-3 Wet to very moist, gray, fine to medium SAND, with slit, and gravel. kl/I • •97/ 2· -10 u Moist, gray, silly fine to medium SAND, with gravel. 40 S-4 OJ• • 90/ 2• Bottom ot explorallon boring at 11 feel Ground water seepage at 7 feet. -15 1--20 • -25 -30 • N -35 ~ c ~ • ! ~ " ~ Sampler Type (ST): !]! [D 2" OD Split Spoon Sampler (SPT) 0 No Recovery M -Moisture Logged by: MT e, " [I] 3" OD Spill Spoon Sampler (D & M) I] Ring Sample 'fl. Water Level O Approved by: 0 ~ l,iJ ....... L ,-, -•·-•'• r,, "' .. -. -y V1l<>.">r' I "'""'I-,+ u....,,.., ...,f ~ .. 1111 ... ,.. /o\Tn\ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Associated Earth Sciences, Inc. Exoloration Lon 1--~~~~---~=~.;=~.;=!2e=L_~--~--------l Project Number I Exploration Number Sheet TE120020A EB-3 1 of 1 Project Name Maplewood Heights Elementary -Covered Play Area Location Renton. WA . Driller/Equipment G 14 epjooii..prm / Trailer Mounted HSA Hammer Weight/Drop -'-':tlO.,,_;#!.L{,,:~,.,_0 _________________ _ L. 5 '-10 ~ 15 ' -20 '-25 ~ 30 ] S-1 ] S-2 ] S-3 LJ S-4 DESCRIPTION 6 inches Forest Duff Oraanlc Vashon Lodgement Till (Weathered) Very moist. gray, fine to coarse SAND, with silt, and gravel. Very moist to wet, gray, fine to coarse SAND, with silt, and gravel. Vashon Lodgement TIii (Unweathered) Wet to very moist, gray, silty fine to medium SAND, with gravel. Moist, gray, silty fine to medium SAND, with gravel. Bottom of expforatlon boring at 11 feet Ground water seepage at 6 feet. Sampler Type (ST): [D 2" OD Split Spoon Sampler (SPT) [D 3" OD Split Spoon Sampler (D & M) 0 No Recovery I] Ring Sample M -Moisture Sl. Water Level () Ground Surface Elevation (ft) Datum ~~"'l,,IA,..._ _____ _ Date Start/Finish 1 /?7/12 1 /2]/12 Hole Diameter (in) -~------ 29 14 16 8 :!'. 17 14 ~. Blows/Foot 10 20 30 40 1.30 IA31 lil.641 2• 87/ 2• · Logged by: MT Approved by: liriiJ ...... _hr, ___ ,_ [71_, __ .. _,_ V \Ma+ .. r I o.uol <>f +Im" nf ;,1..;111...,,., lr.Tn\ ' I ' I I I I \ I I I I I ' ' I I ' I I N 0 N ::: <-• 2 1 2 " ,{ C !l C " a: 0 !!l '" Associated Earth Sciences, Inc. Exoloration Lo~ I ~Ct] ~ ml m Project Number I Exploration Number Sheet :~;, :· <·-·. TE120020A EB-4 1 of 1 I -·--. Project Name M.ipl~ogg l::!!ligbts Elemeot.iU! -Qo:,iered El;i~ 8~il Ground Surlace Elevation (It) Location B!m!QO, '11.8 Datum bl/A DrTiler/Equipment ~~prill l Irailer Mounted HS8 Date Start/Finish H2ZlJ 2 l /2ZIJ 2 I Hammer Weight/Drop Hole Diameter On) g fil o-.§ J. I ·-0 j~ .r: cl -a .a =al Blows/Foot 15. ai <D- G) ~ s E 3:@° :;; " T .. 1o -5 C en 8 3: to DESCRIPTION 10 20 30 40 "' 4 Inches Sod I Toosoil r I FIii Wet, gray, silty fine to coarse SAND, with gravel, slight oxidation staining. :i. S-1 3 A 8 I 9 9 I-5 ~ S-2 5 41 7 I Vashon LodgementTIII (UnweaUiered) a Moist, gray, silty fine to medium SAND, with gravel. S-3 14 37 •l'-79 42 I -10 I S-4 io/1 -'f4-50/1" Bottom of e)(J)loratlon boring at 10.s feet Ground water seepage at 2.5 feel I 1-15 I I -20 I 1-25 I I -30 I e I ~ 35 I I Sampler Type (ST): (]] 0 No Recovery 2" OD Split Spoon Sampler (SPT) M -Moisture Logged by: MT rn 3' OD Split Spoon Sampler (D & M) I] Ring Sample 'fl-Water Level O Approved by: iii! ,..,, -· .. IAl .. +a.-I ., ...... 1 ... f;,.,.,... ... , ...... m;..,,., f ATn\ ,... __ '· "" ----.. , -.. -. - I ij • ! ,; ·- =.:::::--........ :,. \ ;- _j 1., I I)' J j J EB•10 9JEB-1 I -------------. LEGEND EP-1 11 Approximate location of exploration pit EB-1 • Approximate location of exploration boring u -Ea r,-I ·~ ,1 ' -.;;;-~· ~-:;;_ -ilii -~ ~ .N A ·-· 1'!1) g I • /II~ ' /f:'/ ' '.:;:.:,;,.,~ -~'=-._/JV FET ~ I fr ~~:i~-"-7-=-:ct~ -:::-...,!tJ:==--=~~ --~~-._REEEREt,JCE:_.Q.O_lJ..GJ:11~. PORTER LUNDEEN, § t ) ; ----.,,_ --/ . :s-ry° -4-20-04 ELECTRONIC TRANSMITTAL. ~ ' ' FIGURE 2 ] Associated Earth Sciences, Inc. SITE AND EXPLORATION PLAN DATE 8/03 j ""' ~ fJliil ~ ~ HAZELWOOD ELEMENTARY PROJECT N~~~:~~3~~ ~ RS;9 M;I ~ t..:JI ~ NEWCASTLE, WASHINGTON I I I I I I I I I I I I I I I I I I I LOG OF EXPLORATION PIT NO. EP-1 g This log is part of the report xrepared by Associated Earth Sciences. Inc. (AESI) for the named Rroject and should be ,5 read togettier with that repo for comRlete Interpretation. This summary 'l/:plles only to the loca 10n of this trench at the C. time of excavation. Subsurface condi ions may change at this location wi the passage of time. The data presented are " 0 a simplfication of actual conditions encountered. DESCRIPTION :--Loose, moist. dark brow(!, SIL TY fine SAND+ org_anic,(!_eaf mold and root hair§). __________ .,.. Vashon Lodgement Till I 1 -tll,.oose, moist, red to lig_ht brownL..SILTY fine to medium SAND.----------_________ ] 2 - Medium dense. moist. gray, fine to coarse SAND with rounded, fine to coarse gravels. 3 - 4 ·-. Becomes dense below 4'. 5 - 6 - 7 -Becomes very dense below 7'. I I \ 8 ' . I i I i ' 9 i ' i : 10 .. ' I I 11 ' i ! I 12 . . \ ' Botton of exploration pit at depth 12 feet ! 13 -No ground water seepage encountered during exploration. No caving. ! i 14 - 15 .. I 16 - 17 - 18 - 19 - ~-------------------------------------------- t= Hazelwood Elementary ~ Newcastle, WA . ;;: ~ -Associated Earth Sciences, Inc. 1'."·. Logged by: MT {m ~ ~ ~ ~ Approved by: ')I\ ~ ~ ~ ~ ~ Project No. KE03329A June 2003 ' I I I I I I I I I I I I I I I I I I I I ' I i ' i I I i I I LOG OF EXPLORATION PIT NO. EP·2 g This log Is part of the report J,repared by Associated Earth Scienr.es, Inc. (AESI) for the named eroject and should be .c read tqgether with that repo for comRlete Interpretation. This summary agplies only to the loca on of this trench at the 0. lime of excavation. Subsurtace condi Ions may change at this location wit the passage of time. The data presented are " 0 a simplfleation of actual conditions encountered. DESCRIPTION Loose, moist, dark brown. SIL TY fine SAND. oroanlc (leaf mold and root hairs). 1 - Vashon Lodgement TUI Loose, moist, red-brown, fine to medium SAND, trace fine rounded gravel. 2 - 3 -------------------------------------------------------Dense, moist, gray, SIL TY fine to coarse SAND, rounded, fine to coarse gravel. 4 - 5 - 6 - 7 - 8 - 9 - 10 - 11 - Bottom of exploration pit at depth 10 feet No ground water seepage encountered during exploration. No caving. 12 - 13 - 14 - 15 - 16 - 17 - 18 - 19 - I I I I I I I I I I I I I I I I ' ~~I: _______________________________ • ~ I Hazelwood Elementary "' Newcastle, WA ~ "! ' :1 \ Associated Earth Sciences, Inc. le, I Logged by: MT ~ ~ . fJliil ~ ~ :.: Approved by:'}\ ~ ~ ~ ~ {d Project No. KE03329A June 2003 I I I I I I I I I I I I I I I I I I I I I LOG OF EXPLORATION PIT NO. EP-3 g This log is part of the report ,rrepared by Associated Earth Sciences, Inc. (AESI) for the named &;oJect and should be 5 read tqgelher with that repo for comflete interpretation. This summary a~plles only to the loca · n of this trench at the a. Ume of excavation. Subsurface condl ans may change at this location wit the passage of Ume. The data presented are "' 0 a simplfication of actual conditions encountered. DESCRIPTION Loose, moist, dark brown. SIL TY fine SAND, oraanic <leaf mold and root hairsl. - 1 - Vashon Lodgement Till Loose, moist, light br,own, SIL TY fine to medium SAND, rounded fine to medium gravel. 2 -~--------·---------------------------------------------Dense, moist, gray, SIL TY fine to coarse SAND, rounded, fine to medium gravel. 3 - 4 - 5 -Very dense at 5'. 6 - 7 - 8 .. 9 --·-- I 10 I 11 -t 12 - 13 - 14 - 15 - 16 - 17 - 18 - 19 - Bottom c,f exploration pl! at depth 9 feet No ground water seepage encountered during exploration. No caving. Hazelwood Elementary Newcastle, WA i Logged by: MT Approved by: 1\1\ Associated Earth Sciences, Inc. ~~~~~ Project No. KE03329A June 2003 I I I • ! I I LOG OF EXPLORATION PIT NO EP-4 . g This log is part of the report Jrepared by Associated Earth Sciences, Inc. (AESI) for the named Rrofect and should be ,6 read together with that repo for comtete Interpretation. This summary agplies only to the loca on of this trench at the C. time of excavation. Subsurface condi ions may change at this location wit the passage of time. The data presented are " Cl a slmplfication of actual conditions encountered. I ' DESCRIPTION I I Loose. moist. dark brown, SILTY fine SAND. oraanlc rleaf mold and root hairs\. Vashon LodgementTlll 1 -Loose to medium dense, moist, light red-brown, SIL TY fine to medium SAND, rounded fine to 2 - medium gravel, root zone at 18". 3 -~.-----------------------------------------------------Dense, moist, gray, SIL TY fine tq coarse SAND, fine to coarse gravel and cobble. ' 4 -' I I 5 - 6 - 7 - 8 - I I 9 -I i -- I 10 -Bottom of exploration pit at deptl1 9.5 feet No ground water seepage encountered during exploration. No caving. 11 - 12 - I 13 - 14 - 15 - 16 - 17 - 18 - ' I I 19 - I ' M.!.'---------------------------------,----.,...-------~ Logged by: MT Approved by: ')I', Hazelwood Elementary Newcastle, WA Associated Earth Sciences, Inc. m~lffl~rj Project No. KE03329A June 2003 I I I I I I I I I I I I I I I I I I I 1' 'I I I I I I I I I I I I I I I I "' I ~ ;:; ;,. .. ~ I ~ ~ !:i 0 LOG OF EXPLORATION PIT NO. EP-5 This log Is part of the report prepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be read togetlierwith that report for complete interpretation. This summary applies only to the locaOon of this trench at the time of excavation. Subsurface conditions may change at this locatlon with the passage of time. The data presented are a simplfication of actual conditions encountered. DESCRIPTION Loose, moist, dark brown, SIL TY fine SAND, organic (leaf mold and root hairs). 1 t1,Loose, moist, dark brown,_SILTY fine SAND, organic. _______________________ J -Tukwila Formation Loose to medium dense, moist, light yellow-brown, fine to medium SAND, some rounded gravel and 2 -ri cobbles.Jweathered Tukwila Formation.} ______________________________ J- Very dense, moist, dark gray, SANDSTONE, fractured (4' to 8" blocks) dark red to black oxidation 3 -staining on fracture surfaces. 4 - 5 6 - 7 - 8 - 9 - 10 - 11 - 12 - 13 - 14 - 15 - 16 - 17 - 18 - 19 - Bottom of exploration pit at depth 5 feet No ground water seepage encountered durfng exploration. No caving. Hazelwood Elementary Newcastle, WA Associated Earth Sciences, Inc. Logged by: MT Aooroved by: ?A ~~[ffl['1tj Project No. KE03329A June 2003 I ' I I LOG OF EXPLORATION PIT NO. EP-6 I ' g I This log Is part of the report,.\'repared by Associated Ear1h Sciences, Inc. (AESI) for the named 8,roject and should be £ read tqgether with that repo for comBlete· Interpretation. This summary a~plles only to the loca on of this trench at the Q. time of excavation. Subsurface condi ons may change at this location wi the passage of time, The data presented are " D a simplfication of actual conditions encountered. I I ' ! DESCRIPTION I Loose, moist, dark brown, SIL TY fine SAND, organic (leaf mold and root hairs). r 1 - \Loose-'-mois.!, dark brown'-SILTYfine SAN(}, organic. -----------------------I I Advance Outwash Loose to medium dense, moist, yellow-gray-brown, fine to medium SAND, few fine to coarse gravel, 2 -I may roots upper 12". I ------------------------------------------------------ 3 - Dense, moist, gray, fine to coarse SAND with fine to coarse, rounded gravel. · 4 -------------------------------------------------------I Tukwila Formation i 5 - Dense, moist, dark gray SANDSTONE, fractured with dark red to black oxidation staining on ' fracture surfaces. I I 6 - 7 -Bottom of exploration pil at depth 6.5 feet No ground water seepage encountered durmg exploration. No caVJng. I 8 9 I 10 I 11 12 I 13 14 I 15 I 11; 17 I 18 I 19 I ii \::I Hazelwood Elementary I ~ Newcastle, WA , ~ .:, (!) ~ Associated Earth Sciences, Inc. Project No. KE03329A i:: Logged by: MT m~~f!j~ I Q Approved by:)),l June 2003 ii ' I I I I I I I I I I I I I I I I I 8 I N :: ~ ,i .. I Cl i N l'l 0 ~ LOG OF EXPLORATION PIT NO. EP-7 This log is part of the report prepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be read together with that report for complete Interpretation. This summary applies only to the location of this trench at the time of excavation. Subsurface conditions may change at thls location with the passage of time. The data presented are a simplfication of actual condiUons encountered, DESCRIPTION Loose, moist, dark brown, SIL TY fine SAND, organic (leaf mold and root hairs). 1 -~---------------------Acivanceouiw~h---------------------- Loose to medium dense, moist, yellow-gray-brown, fine to medium SAND, some fine to coarse, 2 -rounded gravel. 3 - Dense with depth below 3'. 4 - 5 - 6 -Dense to very dense, moist, gray, fine to coarse SAND, few fine to coarse, rounded gravel, trace cobble. 7 - 8 - 9 - 10 - 11 - 12 - 13 -Dense, wet, gray, GRAVELLY SAND/SANDY GRAVEL. 14 - 15 - 16 17 - 18 - 19 - Bottom of exploration pit at depth 16 feet No ground water seepage encountered during exploration. No caving. Hazelwood Elementary Newcastle, WA I i I i I ! I Logged by: MT Approved by: ')it Associated Earth Sciences, Inc. ~ia~[!j~ Project No. KE03329A June 2003 LOG OF EXPLORATION PIT NO. EP-8 I g This log Is part of the report ,1irepared by Associated Earth Sciences, Inc. (AESI) for the named Rroject and should be % read together with that repo for comRlete Interpretation. This summary aJ;plles only lo the loca on of this trench at the i " Ume of excavation. Subsurface condl ·ans may change at this location wi the passage of time. The data presented are 0 a simplflcatlon of actual r.onditions encountered. · ' ' I DESCRIPTION I . Loose, moist, dark brown, SIL TY fine SAND, organic (leaf mold and root hairs). I Advance Outwash I 1 -Loose to medium dense, moist, yellow-gray-brown, fine to medium SAND, trace silt, few rounded, I I 2 - fine to coarse gravel. Roots upper 1 a•. I 3 - 4 - 5 - 6 - 7 - I 8 -,_ Medium dense, moist, light reddish gray, fine to coarse SAND,lew medium gravel. ------- 9 - I 10 -" I 11 - 12 - I 13 - 14 - 15 - 16 17 - Bottom of exploration pit at depth 16 feel No ground water seepage encountered during exploration. No caving. 18 - 19 - ' l--20-------------------------- Logged by: MT Approved by: '),\ Hazelwood Elementary Newcastle, WA Associated Earth Sciences, Inc. ~~~~rj Project No. KE03329A June 2003 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I · LOG OF EXPLORATION PIT NO. EP-9 g This lag Is part of the report grepared by Associated Earth Sciences, Inc. (AESI) for the named g,roject and should be ,5 read !Qgether with that repo for com~lete Interpretation. This summary aJplies only to the loca ·on of this trench at the Cl. time of excavation. Subsurface condl Jons may change at this location wl the passage of time. The data presented are " 0 a simplfication of actual cond\Uons encountered. DESCRIPTION Loose, mois~ dark brown, SIL TY fine SAND, organic (leaf mold and root hairs). -I 1 - 1Dry_to moist, brown SIL TY SAND. __________________________________ J Advance Outwash 2 - Loose to medium dense, moist, red-brown-gray, fine to medium SAND with rounded, fine to medium ~.9rnvel. ____ -------------------------------------------_ J- Medium dense to dense, moist, gray, medium to coarse SAND, few fine to coarse, rounded gravel. 3 - 4 - 5 - 6 - 7 - I 8 - I I 9 i 10 - 11 -- 12 -. 13 - 14 - 15 - 16 . ·-- 17 Bottom of exploration pit at depth 16 feet -No ground water seepage encountered during exploration. No caving. 18 - 19 - ~---------------------------------------Hazelwood Elementary Logged by: MT Approved by: 'II\ Newcastle, WA Associated Earth Sciences, Inc. ~E(m~~ Project No. KE03329A June 2003 I I I I I ! g £ Q. Q) Cl 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 LOG OF EXPLORATION PIT NO. EP-10 This log is part of !he report prepared by Associated Earth Sciences, Inc. (AES!) for !he named e,ro)ect and should be read together with !hat report for comlllele Interpretation. This summary a~plles only to the loca ·on of !his trench at the time of excavation. Subsurface condl ions may change at !his location wi !he passage of time. The data presented are a slmplfication of actual conditions encountered. . · DESCRIPTION Loose, moist, dark brown, SIL TY fine SAND, organic (leaf mold and root hairs). ------------------------------------------------------Advance Outwash Loose to medium dense, moist, red-brown-gray, fine to coarse SAND, abundant fine to coarse, roun9ed gravel and cobbles. Dense, moist, gray, fine to medium SAND with rounded, fine to coarse gravel and some cobble. - Dense, moist, gray, medium to coarse SAND with rounded, fine to coarse gravel, few cobble. - More fine to coarse gravel and cobble. Dense, moist, gray GRAVELLY coarse SArirD/SANDY medium GRAVEL.--------------- Bottom of exploration pit at depth 16 feet No ground water seepage encountered during exploration. No caving. I ! I I I I I I I I I I I I I 11 I I '--,ea------------------------------------------~'~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ Hazelwood Elementary Newcastle, WA I I I I I I ~ I Logged by: MT Approved by; '}l Associated Earth Sciences, Inc. ~~[ffl[!j~ Project No. KE03329A June 2003 I I I I I I I I I I I I I I I I I M I ~ :: ~ ::: o?. ~ I ~ N M 8 t" g i 0 LOG OF EXPLORATION PIT NO. EP-11 This log is part of the report prepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be read logettier with that report for complete Interpretation. This summary applies only to the location of this trench at the time of excavation. Subsurface conditions may change at this location with the passage of time. The dala presented are a simplfication of actual conditions encountered. DESCRIPTION Loose, moist, dark brown, SIL I Y fine SAND, organic (leaf mold and root hairs). 1 - --------------------AdvanceOutwash --------------------- Loose to _medium dense, moist, yellow-brown-gray, fine to coarse SAND, few rounded gravel, roots 2 -to 2'. 3 +---------------~T,...u~kw~il'""a~F~o-r_m_a~ti'""o_n _______________ _ 4 -Dense, moist, dark gray to brown tuffaceous SANDSTONE, fractures 4" to 6" blocks, dark red to 5 - 6 - 7 - 8 9 - 10 - 11 - 12 - 13 - 14 - 15 - 16 - 17 - 18 - 19 - black oxidation staining on fractured surfaces. Bottc,m of exploration pit at depth B feet No ground water seepage encountered during e·xp1oratlon. No caving, Hazelwood Elementary Newcastle, WA Associated Earth Sciences, Inc. Logged by: MT Approved by: )'{., ~~~f!tj~ Project No. KE03329A June 2003 I I I ! I I Ii 11 I I .I ! I I I i I I I g 5 g. 0 1 - 2 - 3 - 4 - 5 - 6 7 8 9 10 11 12 13 14 15 16 17 18 19 LOG OF EXPLORATION PIT NO. EP-12 This log is part of the reporlJrepared by Associated Earth Sciences, Inc. (AESI) for the named llroject and should be read together with that repo for comulele Interpretation. This summary aJplies only to the loca on of this trench at the Ume or excavation. Subsurface condi Ions may change at this location wi the passage of time. The data presented are a simplfication of actual conditions encountered. -DESCRIPTION Loose, moist, dark brown, SIL TY fine SAND, organic (leaf mold and root hairs). ------------------------------------------------------Advance Outwash Loose to medium dense, moist, yellow-gray-brown, fine to medium SAND, few rounded gravel. Tukwila Formation Dense, moist, dark gray tuffaceous SANDSTONE and TUFF, fractured into 4" to 8" blocks, dark red to black oxidation staining on fractured surfaces. Altered to clay. Bottom of exploration pit at depth 9 feet No ground water seepag~ encounte1ed during exploraUt·il No caving. I I I I I I I I I I I I I I I I I I I ~-------------------------------------------- >;; Hazelwood Elementary I I I ~ N~~~e,WA § f~.· Logged by: MT A~cia~ E~Sc~e~c. . Approvedby:~ ~ ~ ~ ~ ~ Project No. KE03329A June 2003 I I I I I I I I I I I I I I I I I I I g 5 C. .3 LOG OF EXPLORATiON PIT NO. EP-13 This log Is part of the report prepared by Associated Earth Sciences, Inc. (AESI) for \he named project and should be read together with that report for complete interpretation. This summary applies only to the location of this trench at the time of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are a simplficatlon of actual conditions encountered. DESCRIPTION Loose, moist, dark brown, SIL TY fine SAND, organic (leaf mold and root hairs). 1 -~ ---Advance Outwash ----- 2 3 - 4 - 5 - 6 - Loose to medium dense, moist, yellow-gray-brown, fine to medium SAND, few rounded gravel. Tukwila Formation Dense, mois~ dark gray ANDESITE, fractured with dark red to black oxidation staining on fracture surfaces. Less fractured with depth. 7 +----------------------------'----------- 8 - 9 - 10 - 11 - 12 - 13 - 14 - 15 - 16 - 17 - 18 - 19 - Bottom of exploration pit at depth 7 feet No ground water seepage encountered during exploration. No caving. Hazelwood Elementary Newcastle, WA Associated Earth Sciences, Inc. Logged by: MT Approved by: ')1 ~~~~fj Project No. KE03329A June 2003 LOG OF EXPLORATION PIT NO. EP-14 I g This log is part of the reportJrepared by Associated Earth Sciences, Inc. (AESI) for the named llroject and should be 5 read together with that repo for comfilete interpretation. This summary a~~lies only to the loca on of this lrench at the 0. time of exr.avation. Subsurface condl Ions may change at this location wit the passage of time. The data presented are I ., 0 a simplfication of actual condlUons encountered. . I I DESCRIPTION ._J.oose, moist, dark orow11 SIL TY fine SAND.,_org_anic (Leaf mold and root hair~~ __________ ..,-. Advance Outwash 1 -Medium dense, moist, yellow-green-brown, fine to medium SAND, few rounded, fine to coarse 2 - gravel. I 3 Tukwila Formation 4 -Dense, moist, dark gray, tuffaceous SANDSTONE, fractured 4" to 6" fragments, dark red to black oxidation staining on fracture surfaces. 5 - 6 7 - Bottom or exploration pit at depth 6 feet No ground water seepage encountered during exploration. No caving. I 8 - -l I 9 I I I 10 ] 11 I 12 ] I I 13 14 - 15 - 16 - 17 - 18 - I 19 - 1-ze------------------------ Logged by: MT Approved by: 'J1 Hazelwood Elementary Newcastle, WA Associated Earth Sciences, Inc. ~~~[!I~ Project No. KE03329A June 2003 I I I I I I I I I I I I I I I I I I I I I I I •• I I I I I I I I I I I I M ~ I N ~ -s ~ ~ I i ::! 0 M e, LOG OF EXPLORATION PIT NO. EP-15 This log Is part of the report prepared by Associated Earth Sciences, Inc. (AES!) for the named project and should be read together with that report for complete Interpretation. This summary applies only to the location of this trench at the lime of excavation. Subsurface conditions may change at this location with the passage of lime. The data presented are a simplticatlon of actual condltlons encountered. DESCRIPTION ...._Loose, moist.,_dark brow11 SIL TY tine SAND, org_?1nic (!.eaf mold and root hair§). __________ .,. Fill 1 -Dense, moist, dark brown, SIL TY SAND, 1" to 16" diameter sandstone fragments. 2 -Loose, moist, gray SIL TY SAND, mottled, 4 • to 12" diameter sandstone fragments. 3 -Sides of hole caving. 4 -3' by 3' boulder. 5 - 6 -Many 12" to 18" sandstone fragments. 7 - 8 - 9 - 10 -~-------·--·-·------·---------------·-----·------·- 11 - 12 • 13 - 14 - 15 - 16 - 17 - 18 - 19 - Bottom of exploration pit at depth 1 O feet No ground water seepage encountered during exploration. Caving below 3'. Hazelwood Elementary Newcastle, WA Associated Earth Sciences, Inc. Logged by: MT Approved by: 1)1(. ~~~[!i~ Project No. KE03329A June 2003 LOG OF EXPLORATION PIT NO. EP-16 I g This log Is part of the report.\"epared by Associated Earth Sciences, Inc. (AESI} for the named Rroject and should be I = read togeltier with that repo for com~lete Interpretation. This summary ~plies only to the loca ·on of this trench at the 0. time of excavation. Subsurface condl Ions may change at lhis locaUon wi the passage of time. The data presented are Q) 0 a slmplfication of actual conditions encountered. I DESCRIPTION I Trash I FIii i 1 - Loose, moist, brown SIL TY SAND. I 30% wood and organics. 2 -I Wood, branches, plastic, rebar, metal fencing, steel cable, glass soda bottles, more chain link I 3 - fencing, concrete curbs -many 1' to 3' sections of 6" curb. I 4 - 5 -~-----------------------------------------------------Loose to medium dense, moist, red-yellow-brown, fine to coarse SAND, rounded, fine to coarse 6 - GRAVEL, some cobble, mottled. I 7 - I 8 I Advance Outwash I I 9 - Medium dense, moist, gray, fine to coarse SAND, rounded fine to coarse GRAVEL, few cobble. i I "IO ] I I 11 Tukwila Formation I Dense, moist, dark gray SANDSTONE, 6" to 8" fracture blocks, dark red to black oxidation staining I on fracture surfaces. I 12 13 - Bottom of exploration pit at depth 12 feet I No ground water seepage encountered during exploration. No caving. 14 - 15 - I 16 - ' I 17 - 18 - 19 - nl--------------------------------------------g, N Logged by: MT Approved by: ')'I Hazelwood Elementary Newcastle, WA Associated Earth Sciences, Inc. m~~[!j~ Project No. KE03329A June 2003 I I I I •• I I I I I I I I I I I I I I I I I I I I I I I l I I I I I I I I I I s ~ I ;. ! a'. ;1 ~· I a ~ g . .c a ~ LOG OF EXPLORATION PIT NO. EP-17 This log Is part of Ule report prepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be read tqgettier wiU, Ulat report for complete Interpretation. This summary applies only to the location of this trench at the time of excavation. Subsurface condiUons may change at this location with the passage of time. The data presented are a simplfication of actual conditions encountered. DESCRIPTION Loose, moist, dark brown, SIL TY fine SAND, organic (leaf mold and root hairs). 1 -Vashon Lodgement Till Loose to medium dense, moist, yellow-green-brown, fine to medium SAND, with rounded fine to 2 -,coarse _grave.!, few cobble. ______________________________________ .,. Medium dense, moist, gray, fine to coarse SAND with rounded, fine lo coarse gravel, few cobbles. 3 - 4 - 5 - 6 - 7 - 8 - 9 - 10 ---···· -----------------·---------------------·-- 11 - Bottom of exploration pit at depth 10 feet No ground water seepage encountered during exploration. No caving. 12 - 13 - 14 - 15 - 16 - 17 - 18 - 19 - Hazelwood Elementary Newcastle, WA Associated Earth Sciences, Inc. Project No. KE03329A Logged by: MT ~~[ffl [!j~ Approved by: '}1. June 2003 LOG OF EXPLORATION PIT NO. EP-18 g This log Is part of the report ,l"epared by Associated Earth Sciences, Inc. (AESI) for lhe named c.roject and should be 5 read togetMer with that repo for comRlete Interpretation. This summary a~~lles only to the loca on of this trench at the C. time of excavation. Subsurface condl Jons may change at this location \NI the passage of time. The data presented are QI 0 a simplficatlon of actual conditions encountered. I DESCRIPTION Loose, moist, dark brown, SIL TY fine SAND, organic (leaf mold and root hairs) .. 1 -Vashon Lodgement TIii Loose to medium dense, moist, yellow-brown, fine to medium SAND, with rounded fine to coarse 2 . -Jli.BVcl, few cobble. ________________ ------________ -------____ .,, Dense, moist, gray, fine to coarse SAND with rounded, fine to coarse gravel, few cobbles. 3 • 4 - 5 • 6 - 7 • 8 • 9 10 -Bottom of exploration pit at depth 9 feet No ground water seepage encountered during exploration. No caving. 11 - 12 - I 13 - 14 - 15 · I 16 • - ' 17 • I 18 - 19 - ~ ~---;29------------------------------------------~-------------------------------------------- Logged by: MT Approved by: Hazelwood Elementary Newcastle, WA Associated Earth Sciences, Inc. ~~~~(j Project No. KE03329A June 2003 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Associated Earth Sciences, Inc. Exoloration Loa ~ ~ ~ [!j rJ Project Number I Exploration Number Sheet KE03329A EB-1 1 of 1 Project Name l:lia~!lll<l!QQg El!lmeo!<l!:ll Ground Surface Elevation (ft) Location N211t~sH!l. we, Datum bill!. Driller/Equipment Davie:; Qrilliag L l:l~EA Dale Start/Finish 06130103 6130/03 HammerWelghUDrop 140# / 30" Hole Diameter (in) € " .Yo =' %! ~ ~ " "' t .c .0 ...,-Blows/Foot ~ 5 c. E . ~i ~ ~ C. s E e"' .!l 0 :;; " T "' (!)(/) ~ iii 5 0 (/) 8 DESCRIPTION 10 20 30 40 0 J S-1 / ,~ Az /6" Vashon Lodgement Till Dry to moist, light brown, SILTY fine SAND/fine SANDY SILT, few fine ~vel. J Isl, gray, SIL TY fine to medium SANO with fine to medium gravel; 14 S-2 rounded. 27 ' 64 Moist, gray, fine to coarse SAND with fine lo coarse gravel, trace silt. 37 ... 5 S-3 Moist. gray, fine to coarse SAND, some fine to coarse gravel. 17 25 · 50/ ~ 0/• 5.4 34 M ''50/ • ... 10 Bottom of exploration boring at 9 feet ' ,_ 15 . -··-----20 '-25 -30 >-35 s Q "' f li ~ ~ ~ Sampler Type (ST): N [D 2" 00 Split Spoon Sampler (SPT) 0 No Recovery M -Moisture Logged by; MT M M Q m 3" 00 Split Spoon Sampler (0 & M) I] Ring Sample Approved by: j{ is 'SI. Waler Level () I Associated Earth Sciences, Inc. i~ ~~[!I~ Project Number KE03329A Hazelwood Elementary I Exoloration Loa Exploration Number EB-2 I Sheet 1 of 1 Ground Surface ElevaUon (ft) Project Name Location Driller/Equipment Hammer WelghUDrop I Newcastle, WA Davies Drilling I HSFA Datum .JNow/A,._ ______ _ ' ' g 5 Q. I /!l J I • I ~ ~ 5 '--10 ~ 15 ~ 20 ~ 25 ~ 30 • l ~ 35 I i ;.· ~ ,' ! s E T "' U) S-1 S-2 LL J S-3 b: S-4 ,90 ,: .c ~[ (!)(I) 140# / 30" DESCRIPTION Weathered Vashon Lodgement Till Moist, 1ht orangish brown to gray, SILTY fine to coarse SAND, few rounde gravel. Vashon Lodgement Till Moist, brown-gray, fine to coarse SANDY GRAVEL/GRAVELLY SAND. Rock in tip of sample. Bottom of exploration boring al 8 feet No ground water or seepage encountered during exploratlon. Date Start/Finish Q6(3Q/Q3 613Q/Q3 Hole Diameter (In) 3 4 3 3 3 4 21 37 "" 0/' Blows/Foot 10 20 30 40 A ·•sor." ~ l--,-.U.,-=.L..=!c,---------------------'--'--'-J..._-L-'--~-.L.--1.--1. ~ Sampler Type (ST): i [I 2" OD Spilt Spoon Sampler (SPT) a: ITJ 3" OD Split Spoon Sampler (D & M) p 0 No Recovery I] Ring Sample M • Moisture 5l Water Level () Logged by: MT Approved by: ~ I I I I I I I I I I I I I I I I I I I ' I ,I 11 I I I 'I I I I I I I I I I I I I Associated Earth Sciences, Inc. Exoloration Loa ~ ~ ~ ~ ~ Project Number I ExploraUon Number Sheet KE03329A EB-3 1 of-1 Project Name !:hlZfllWoQd E!!lmi:nla£¥ Ground Surface Elevation {ft) Location N e!(,t:Q§stle, W 8 · Datum IIIIA Dliller/Equipmenl ~§ Qrilling 11:lSFA Date Start/Finish 06130/03,6130/03 Hammer WeighUDrop 140# I 30" Hole Diameter {In) g 1 .20 -~ 11' .!!l ., !!? "' ,6 ~.c .J "' Blows/Foot ~ Q. e11 ~] ~~ 0. s E ~ " T " (!) (/) J!l_ " CJ (/) 8 " Ill ,6 DESCRIPTION ,!: 10 20 30 40 0 l ,.,nn -8 S-1 Flll 13 •1 Dry to moist, light brown, SIL TY fine SAND, few fine gravel, motUed, some 3 orange oxidation. S-2 Same 4 3 10 1 f-5 Cuttings more brown and more medium gravel. S-3 --------------------------------8 Vashon Lodgement Till 21 60 Moist, brown-gray, SIL TY fine to coarse SAND, few rounded gravel. 39 ""10 l=·S-4 lol• SOI • Bollom or exploration boring at 10. 1 feel Bottom at 10.1· on rock· could not drlR or sample through, -15 "" 20 ~ 25 ' "" 30 "" 35 8 N " ... 'l ~ .. "? ;,;; Sampler Type (ST); m N [[] 0 No Recovery Logged by: ~ 2" OD Spilt Spoon Sampler (SPT) M · Moisture MT ~ 0 /1 0: ([] 3" OD Split Spoon Sampler (D & M) I] Ring Sample :ii. Waler Level () Approved by: Q ~ ~ -IAl-1 .... I ........ , .... Hmo ,-,,f rlriUinn /ATrn Associated Earth Sciences, Inc. Exnloration Loa ~~~~~ Project Number I Exploration Number Sheet KE03329A EB-4 1 of 1 Project Name l::!a,;elwQQg Elecmmt,u:)1 Ground Surface Elevation (ft) Location N1;111(Qill!ll!:!, WA Datum !)Ill!, cirtller/Equipment Davi§~ Dcjlling £ 1::!/2F8 Date StarVFinish 06130103 6£30103 Hammer WelghVDrop J40tl / 30" Hole Diameter (in) • I J. I g U) o-~ * ~ :2 .8 Fa) " !l !;;! Blows/Foot ~ 5 c.E ~~ I C. s E I!! "' ~t lo I a, T " (!) C/) I m 5 0 C/) 8 I DESCRIPTION ~ 10 20 30 40 0 I j 8 S·1 Vashon Lodgement TIii 2B ' 58 Dry to moist, light brown, fine SANDY SILT/SIL TY fine SAND, trace 30 gravel. J 5.2 Moist. gray-brown, fine to coarse SAND with fine to coarse rounded gravel, 23 mottled. 01• -10/4~ I 5 I S-3 22 5 /5,!:i· 50h s· I I I l 10 S-4 29 I Moist, gray-brown, SILTY fine to coarse SAND with fine to coarse, or. i'-50/"' I rounded gravel. I or. " 5.5 Moist, dark gray, medium to coarse SAND, some grounded gravel. ~50/ • I I ,.. 15 S-6 01 • 50/1 • Bottom of exploration boring at 15.S feet No ground water or seepage encountered during exploration '-20 j-25 I I ,.. 30 I ,._ 35 13 N ~ ,~ ,S ,~ ~ .<!! ;;; Sampler Type (ST): ~ ·t:l [D 2" OD Split Spoon Sampler (SPT) D No Recovery M -Moisture Logged by: MT 1: [D 3" OD Split Spoon Sampler (D & M) I] Ring Sample 'fl. Water Level () Approved by: i<. I --... ' '-··-• -• •'---~"'-'II:--/,\Tl""\\ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Associated Earth Sciences, Inc. Exploration Loa ~ ~ Im !!I ~ Project Number I Exploration Number Sheet KE03329A EB-5 1 of 1 --Project Name l::la~Jwood Elementa!)'. Ground Surface Elevation (fl) Location tol!lWCasll!,!, W8 Datum IY./.8 Driller/Equipment Qavi!l§ Dcilliag I !:1SE8 Date StarUFinlsh 06130/03 6130103 Hammer Weight/Drop 140# / 30" Hole Diameter (in) g " ! ~ "' o--i I ! t ·-0 Blows/Foot ,6 "'.0 ~[ <!'§ C, s E r,:E ~ ~ Q) ., (!) (/) Q) Cl T (/) 8 ~ ,6 DESCRIPTION ' 0 10 20 30 40 ,z ;i/4" r I' 4.f"' SU 1 'A" mj-•·--8 S-1 Fill 10 A22 Moist, light brown, fine to medium SAND, few rounded gravel. 12 S-2 Moist to wet, olive-gray, fine to coarse SAND, trace silt, few rounded fine 3 A gravel. 3 4 -5 S-3 2 3 A 4 '"' 10 ~ Wet, olive to gray, fine to medium SAND, trace silt, trace fine gravel, 1/4" S-4 5 "20 H.,,: ... t.: ,.,,....._'"lit". '""ri~ ..,, l.-.'"I n, r 5 Advance Outwash 21 -15 ] Moist, brownJray, coarse SANO, fine to medium ravel, yellow oxidation, 5.5 12 reddish. roun ed gravel near lip of sampler, bits o black carbon. 39 •s1 42 e-20 Moist. light brown-gray, coarse SANO, few fine gravel, yellow-orange S-6 14 < 49 oxidation. 24 25 ~ 25 Wet to saturated, gray-brown, coa_rse SAND, slight orange oxidation. l'. 13 S-7 01, 50/1 " -30 Moist, gray, fine to coarse SAND. S-8 10 23 •s2 29 Bottom of exploration boring at 31.5 feet Seepage at 25' '-35 § N ..: i ~ ;;; Sampler Type (ST): !!: 0) 2' OD Split Spoon Sampler (SPT) 0 No Recovery M. Moisture Logged by; ::! MT 0 " O] 3" OD Split Spoon Sampler (D & M) I] Ring Sample 41-Water Level () Approved by: 1\ Q --...... ··-· Associated Earth Sciences, Inc. ~~~[!i~ Exoloration Loa Project Number KE03329A I Exploratlon Number EB-6 Sheet 1 of 1 Project Name Location Driller/Equipment Hammer Weight/Drop I S-1 S-2 ~ 5 S-3 Hazelwood Elementary Newcastle, WA Davjes Drilling I HSFA 140#/ 30" DESCRIPTION Fill Dry to moist, light brown, SILTY fine SAND, few rounded gravel. Dry lo mols~ light gray-brown, fine to medium SANDY GRAVEUGRAVELLY SAND. Moist, light brown-gray, fine to coarse SAND, few rounded gravel. Moist lo we~ darl< brown SILTY SAND, trace rounded, fine gravel, organic, reddish oxidation zone. Ground Surface Elevatlon (ft) Datum .JNl>IU/A._ ______ _ Date Start/Finish D613Q/Q3 6i1Q/Q3 Hele Diameter (in) ' =I j r .s !!! Blows/Foot ~ii .!i ~ >E 8 ~ iii 10 20 30 40 10 A2h 12 14 8 A24 14 10 4 A 3 5 ~-------------------------------Advance Outwash i I.. j0 '-15 ~120 ' I.. 25 I ·1 I -: 30 ~ ] S-4 J S-5 S-6 S-7 Wet to saturated, tight gray, medium to coarse SAND, few fine gravel. Wet, gray, medium lo coarse SANO, few fine gravel, oranglsh oxidation. Wet, gray, medium to coarse SAND. Wet to saturated, gray, medium to coarse SAND. Bottom of exploratlon boring at 28.5 feet Seepage al 10' and 25' :i 26 24 iO/ 24 20 11 10 16 21 14 23 32 .A.7 "!I--....L...L_,,,..L..-=:!c---------------------------'L....L.L.l--L.._J _ _L_....L_-L_L..j J, Sampler Type (ST); _ore [I] ~ 2" OD Split Spoon Sampler (SPn is [I] 3" OD Split Spoon Sampler (D & M) I 0 No Reccvery I] Ring Sample M. Moisture '.ii. Water Level () Logged by: MT Approved by: ~ I I I I I I I I I! I I I I I I I I I I r--I I I I I I I I I I I I I I I I I I I Associated Earth Sciences, Inc. Exploration Loa ml ~ Ill ~ rJ Project Number I Exploration Number Sheet KE03329A EB-7 1 of 1 Project Name Ha;::el~oQd E!f:mim!at:¥ Ground Surface Elevation (ft) Location Newastle, W8 Datum t>IIA Driller/Equipment Davigs Drilling l H:;lFt, Date Start/Finish Z/j l03 ZIH03 Hammer WelghUDrop 140# / 30" Hole Diameter (In) g " .!:?o .§ j . .l!l " "' " jl ,: ,:, l=Q.) .J .; Blows/Foot " 5 0. a.e "o. .N ~ I-0. s E <3$ ::Ce ~ " .. " 0 T en 8 ~ iii £ DESCRIPTION 10 20 30 40 0 J ~~~d 2 S-1 Fill 6 A.14 Mois~ gray, medium SAND. • Moist, dark brown, fine SANDY SILT. Moist, light brown~~ medium SAND, orange oxidation. 2 S-2 Mois~ 8rafbrown D. 1 .6.2 • Moist, ar brown, fine to medium SANDY SILT, orange oxidation. 1 Moist reddlsh light brown, medium to coarse SANO, orange oxidation. -5 Wet, reddish brown, SILTY fine to medium SAND/SANDY SILT, few fine S-3 ' A.5 rounded gravel. 2 3 -10 We~ light gray, very fine SANDY SILT. orange oxidation. S-4 5 "2 • \Illa~ . fine to morlj ...... (.' '1.tJn tr.::i;'~ fine nrsrnol 9 Advance 011twash 16 Wet, gray, fine to medium SAND. -15 Moist, gray, tine to coarse SAND, few fine to medium gavel, some orange S-5 15 oxidation. 40 83 43 1-20 -· Bottom of exploration boring at 21.5 feet ' No ground water or seepage encountered during exploration. -25 ~ 30 -35 ~ 0 !ii ;;; ~ ii'. C! ;;, Sampler Type (ST): m N OJ 2" OD Split Spoon Sampler (SPT) 0 No Recovery M ~ Moisture Logged by: MT a ~ m ., .. t"'ln ~ .... m C?nn.-.n <::QmnlPr tn ll, M\ 11 Rina Samole ¥'. Water Level () Approved by: )'\ ' Associated Earth Sciences, Inc. Exnloration Loa ~ ~ [m [!i ~ Project Number I ExploraUon Number Sheet KE03329A EB-B. 1 of 1 ~rojecl Name l:l.izellO!QQg El!lmeat!l~ Ground Surface Elevation (ft) L'.ocallon Newi;;l:!§ll!l WA Datum t:,llA Driller/Equipment Q,lvig§ Dril!iag l t:lSFA Date StarVFlnlsh ZLO 1l03, ZL1 ID3 Hammer Weight/Drop 1~Qil / 3Q" Hole Diameter (In) I g 6 } 1 " o-~i '*-·-0 ~j? Blows/Foot 5 -§..0 s E I!!~ ?; ~ <> 2 .!2 '" T .. <!l en ~ a, I 0 en DESCRIPTION 8 I 10 20 30 40 I ' '"''M 12 I S-1 Fill 20 A7 Dry to moist, light brown SIL Ty fine SAND, rounded gravel and cobble. 17 S-2 Wet, gray-brown, SIL TY fine lo coarse SAND, few rounded fine gravel. 3 A 3 .i. 4 5 - S-3 Advance Outwash 7 •,a 14 -Moist, red-brown to gray, fine to medium SAND, few rounded gravel, 14 mottled. I I 1 10 ] Wet to moist, yellowish gray SILT grading to fine lo medium SAND, orange S-4 4 oxidation. 17 >30 Fractured gravel In middle of sampler. 13 I I I J 15 ] Moist, gray, fine to coarse SAND, few rounded gravel In tip; horizontal I S-5 • J 39 1/10" lamlnallons -dark/light. 19 J 20 ' ' I • l 20 Moist, gray, fine to coarse SAND. ' 7 S-6 21 52 L 31 f3ottcm of exploration boring at 21 5 reel C. 25 L ' -30 ' I "-35 i r ~ "! ;.;; Sampler Type (ST): m ~ [Il 2" OD Split Spoon Sampler (SPT) 0 No Recovery M-Moisture Logged by: MT a: [Il 3" OD Split Spoon Sampler (0 & M) I] Ring Sample 4i'. Water Level () Approved by: tt Q I --H•-•--I -.. -1 -' •:...,...., ,..r ,.f.,;n;"" tATn) l!l " ~ ~ " 5 0 I I I I I I I I I I I I I I I I I I I Associated Earth Sciences, Inc. Exoloration Loa m ~ rm I!, ~ Project Number I Exploration Number Sheet KE03329A EB-9 1 of 1 I I I I I I I I I I I I I I I I I I I Project Name Location Hazfll!t,!Qod El!a!m!lot.iQI N!i!wt.astJ!l, W & Ground Surface Elevation {ft) Datum bl/.lo Drtller/Equlpment Q;ivies Qril!ing / !:!~E.8 Date StarVFlnish ZlD1lD3 Zll/03 Hammer WeighVDrop 140# / 30" Hole Diameter (In) ' g i o-=I J, ~ -o ~, .r: "' Blows/Foot " ,5 c.[ .,_ I-C. s E !!! ;;: ~ ~ " T .. (!) (/) ~ .Q " 0 en 8 ;;: <D ,5 DESCRIPTION 10 20 30 40 0 l ~ 6 S-1 Vashon Lodgement TIii 10 A22 Dry to moist, light brown, SILTY fine SAND,-few fine rounded gravel. 12 Moist, light brown, fine to coarse SAND with sill, fine to medium rounded gravel. 23 S-2 ~::~::~·~".'.'. ~ :~~ ~~D~ tra~ ~I::_~~'.'._ m_"~": ___ -5~5.6" • 50/ .5" Moist, fight brown-gray, fine to coarse SAND, rounded gravel. -5 S-3 16 50/ " 43 o,:• Bottom of exploralion boring at 6.5 feet ~ 10 -15 . '-20 1-25 • ' I -30 ~ 35 ~ Q !ii "! '5 ~ ~ <'! ,;, Sampler Type (ST): m N ffi 2" OD Split Spoon Sampler (SPT) 0 No Recovery M -Moisture Logged by: MT ~ 8 "' (D 3" OD Split Spoon Sampler (D & M) I) Ring Sample ~ Water Level () Approved by: J,1 0 --•••-•--• -··-1-1 ~ ............ ~.-lri\11nn /.0.Tn\ A~socialed Earth Sciences, Inc. Exoloration Lon ~ ~ ~ [!i ~ Project Number I Exploration Number Sheet KE03329A EB-10 1 of 1 Project Name !::lil~lll!,!QQQ El!il!Il!a!lla~ Ground Surface Elevation (ft) Lohatlon N!;!ll!,!Q§SU!a!. WA Datum ~ll\ Driller/Equipment DaYi!il§ Q[illiog l l:lSE8 Date StarVFinlsh ZIJ l03,ZIJ l03 H~mmer WeighUDrop 1!Q# l JQ" Hole Diameter (in) ' I 1_ .Qo g ]· s .. " ~1 Blows/Foot ',5 C. -",, =" s E §"[ ~'5. 'O. " 0 11'.i T .. (!) II) 8 ~ cii II) DESCRIPTION I 10 20 30 40 J S-1 Vashon Lodgement Till 9 Dry to moist, light brown, SILTY fine SAND/fine to medium SAND. 27 35 J S-2 Moist, gray, SIL TY fine to medium SAND, rounded fine to coarse gravel. 15 29 55 ~ 5 J Moist, gray, SIL TY fine to medium SAND, rounded fine to coarse gravel. 19 S-3 01, ' L ~ 10 b S-4 . !ot" Bottom of exploration boring at 10,2 feet No ground water or seepage encountered during exploratlon. -15 ! L ... 20 I ' ;_! 25 I I 30 ff l 35 I ii ~I ::i I ii: I C! ~ Sampler Type (ST): i:l [l 2" OD Split Spoon Sampler (SPT) 0 No Recovery M ~ Moisture Logged by: 0 "' m ., .. nn c::nm ~nnnn ~~mnler tD & M) 11 Ring Sample 'Sl. Water Level () Approved by: i .l!l .. ~ ~ " ,5 0 62 84 so,• 501 • ! MT ~ I I I I I I I I I I I I I I I I I I I I I I I •• I I I I I I I I I I I I I I Associated Earth Sciences, Inc. Exoloration Loa m1ii!m~~ Project Number I Exploration Number Sheet KE03329A EB-11 1 of 1 Project Name !:l.i~IWQQd Elil!IlilOl.!1:¥ Ground Surface Elevation (ft) location b!!lWl.ll§ll!l, WA Datum flllA Driller/Equipment E!Qlli!Q l HSE8 §Dd Qls!IDQDQ Rit 8QQ~ Qo[e Date Start/Finish 8l4/D3 814/03 Hammer WelghVDrop 1~Qt;! lJO" Hole Diameter Qn) g .. <.>- =j j. -o .5~ " ".,, Blows/Foot 6 C. o.E i s E l!l:,.. ~'§ ~ !: S: E ~ .9 T .. (!) (/) C "' 8 s: "' DESCRIPTION 10 20 30 40 Vashon Lodgement TIii Damp to mois~ yellow-brown. SIL TY SAND with gravel (SM); contains scattered cobbles. ,-5 u S-1 ,-. Damp to moist, gray, SANDY GRAVEL (GW); contains scattered cobbles. • = S-7.2 Change from auger to rock core at 7' 2". 32 ROD=O% 46 S-7,5 M' ROD=O% ... ~ 10 S-9.5 Rounded gravel 1/4" to 1 1/2". ,-s-12. ROD=O% r-15 -l-14. ROD=O% ,-5-15. --------------------------------Tukwila Formation Moist, dark gray andes!Hc BRECCIA and Volcanic TUFF. ~ 6·17., ROD = BO% (good). t--20 ROD = 83% (good). ' ... -22. t--25 ROD = 95% (excellent). ~ 3-27. ROD = 90% (excellent). ~ 30 ._ S-31 Boltom of exp!oralion boring at 31 feet i~ 35 ~ • ~ l z .: ;l "' Sampler Type (ST): !l ill 0 No Recovery M -Moisture Logged by: ~ 2" OD Split Spoon Sampler (SPT) a "' [I] 3" OD Split Spoon Sampler (D & M) I] Ring Sample 'Sl. Water Level () Approved by: 0 " = I"?\ --.. -. -" W:::ilPr I PvPI .::it tiniA nf driltrna IATO) $ .. ~ ~ " 6 0 ''5011" 0 0 0 0 0 BO 83 95 90 MT ' I I I I I I I r-:-As_s_o--cia-:te-d-:E::-a-:rt:-h ":'Sc-:ie_n_ce_s_. 1:--nc-. .----------~Ex=--m-;l--o-r"'.:"a~ti;:o--n:-.L--o--,a=-----------, ml ~ ~ ~ (J l----,p,-;""'J•_0..,.~.,.,~2-~--,~-e-r---,-1-=-c!El"x=;plo,cra,_~:;:~c:~~ 1 ~~u:.:m:,.be=r=;,_-r----,S::: 1 h,-~-f,..\-----I r.:--:--CC":";"""-----;-;---;--~';:;----;-----·---'--------::-----::--:---:::-~----=-------i Project Name _HH"a..,zsaeulw.,o'!lo"'d"-llE~le~m""'e"'n"'ta .. ry.:s--------------Grouna Surface Elevation (ft) -----Location Newcastle, WA Datum NIA I Driller/Equipment :s~o~rt~e;c::, ~H~S~F~A~a~n~d:;:::;p~j;a;:;m;;o;;:n;;::d::;R';:i:;:t :;;R;;:o~c;:k~c;,;o;;:r~e::::::::::::::::::::::::= Date Start/Finish "'a:"c1~5'=1Q-=3-::a:-:15=-,=n-=3------ 1 Hammer WeJghVDrop 140# / 30" Hole Diameter (in) --------- §: " "'6 ·->m _c.a, ~ .oE =1i a> ~ ia .l!l ~ 1 ~~:::;_:::~==================~:..;::6 "al;:;:. :::..::'......:========;:.1 5 s ~a~3 Cat ~ ,~~ ;>~ O> 0 Ten...., ~in DESCRIPTION > Blows/Foot ~ i 0 10 20 30 40 1---++-'-+--·t-----------,v"a"'sh""o==n'"L"od=g:c:em=e::n"t"T"mr---------+-+-t-r--t--i---t---t--+-;-; Damp, light brown-gray, SIL TY SAND with gravel (SM); contains scattered cobbles. ... 5 S-1 p: S-2 ,.. 10 r-S-9.1 ... j,-11 . -~-14. -15 t-·18. t-20 -S-24 -25 -1,-26. ~ 3-28. r-30 r S-30 r· 35 Switch to rock core at 9'. -----------TukwllaForrnation ---------- ROD = 0% (very poor). Damp, light brown to gray. VOLCANICLASTIC SANDSTONENOLCANIC TUFF, weathered fractured, highly weathered sandstone In fractures, red oxidation staining on fracture surfaces. ROD = 0% (very poor). --------------------------------- ROD = 26% (poor). D~rl< gray, VOLCANICLASTIC SANDSTONE/ VOLCANIC TUFF, weathered clay soil with fractures. ROD = 16% (very poor). -Brown to tan VOLCANICLASTIC SANDSTONENOLCANIC TUFF, ---- weathered, maximum fragment= 2n. ROD = 0% (very poor). Less weathered with depth. ROD = 0% (very poor). ROD = 0% (very poor). Bottom or exploraUon boring at 30 feet 13 23 32 - '1"53 '1"'50/ .. 85 80 90 95 85 80 85 § ;1--Sa~m~p.,Je-r-=T'"yp-e""'(""ST),;-: -----------------------'-~--'--'---'--'-~---'---'-...... I NO~ [!] ~ 2" OD Split Spoon Sampler (SPT) J ; ~ ~-OD-Split Spoon Sampler (D & M) 0 No Recovery I] Ring Sample M -Moisture Logged by: MT SJ_ Water Level () Approved by: r7I ....... , ............ _ '"'---1-T Water Level at time of drillina (ATO} I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Associated Earth Sciences, Inc. Exoloration Loa ~~l!l~o · Project Number I ExploraUon Number Sheet KE03329A EB-13 1 of 1 Project Name H;izell/lQQd E!gm!:!Dlil~ Ground Surface ElevaUon (ft) LocaUon ~ew.;astle. W 8 Datum Ill/A Driller/Equipment E!ormr. l l:!SE8 and Qlamond 8it 8Qgis Core Date Start/Finish 8/5/03 8/5/03 Hammer WelghUDrop j4011! l JQ" Hole Diameter (In) g ,g ;; ~ o-> !o ~ ·-0 ~ .;; Blows/Foot 5 it ' =" 0. s E ~, ~ ,: I ffi 8 T "' (!)"' Cl) 8 DESCRIPTION 10 20 30 40 Vashon Lodgement TIit Damr. to moist, yellow-brown, SIL TY SAND, trace rounded gravel and cobbes. Tukwila Fonnation Damp to moist, light brown-gray, VOLCANIC TUFF. reddish oxidation staining. ... 5 S-1 4 6 S-6.2 45 ~-------------------------------- Dark brownilray VOLCANICLASTIC SANDSTONE, slightly weathered, some red oxidation. 10 ROO = 0.22% (very poor)) ,-. -11. ROD = 20% (very poor) -15 -15. ,-.Blue-gray in!erbedded andesltic B~CIA and TUFF, some red-black · -r- oxidation stalnln~ on fracture surfaces. ,-. s-1s. ROD = 50% (fair • • ROD = 56% (fair). • ~---------------------------------20 Brown-gray VOLCANICLASTIC SANDSTONE. r s-21. ~ 25 ROD = 40% (poor). ,-. 3-26. Blue-gray, interbedded andesitlc BRECCIN and TUFF. ~ 30 >-S-30 ROD = 80% (good). Bottom of explorallon boring at 30 feet i~ 35 ::: ~ 1l i z ii! "! i Sampler Type (ST): N OJ 2" OD Split Spoon Sampler (SPT) 0 No Recovery Logged by: ~ M -Moisture 8 ,: OJ 3" OD Spilt Spoon Sampler (D & M) I] Ring Sample St Water Level () Approved by: 0 !!! "" ~ -· ......... ·--"'· .. 'II' \f\l~tAr I P.VP.I ;:it timA of drillina CATO) .fl ! ~ " 5 0 -so 90 90 10 10 10 10 MT I i Associated Earth Sciences. Inc. m~l@l~f'j Project Number KE03329A Hazelwood EJementacy I Exoloration Loa Exploration Number EB-14 Sheet 1 of 1 Project Name Location Drlller/Equipment Hammer WelghUDrop Newcastle, WA Bartee /HSFA and Diamond Bit Rack Core Ground Surface Elevation (fi) Datum ~N""='/A"--,,-,-,-,-,---- Date Start/Finish Rf7/Q3 R/7f2QQ3 -5 S-1 r 10 S-2 t-15 5.3 140#/ 30" Hole Diameter (In) ---·------1 DESCRIPTION Vashon Lodgement TIii Damp, yellow-brown, SILTY SAND (ML), few rounded gravel. --------------------------------Damp to moist, brown-gray to gray, SIL TY SAND (ML) with rounded gravel. ~-------------------------------- Mais~ gray, GRAVELLY SAND (SW), trace silt. 15 32 49 47 IOI 41 32 5 15. ," Blows/Foot 10 20 30 40 • 51 ·~SO,I" ' 501" ! ,-20 5.4 ~-----------· ------------------- S-5 Moist, blue-gray, SIL TY SAND (SM), rounded gravel. ,-25 33 46 iOI • rso, . •,soi " I I I I I I I I I I I I I I ,-. 30 S-6 (501 -I ~,-35 S-7 ~ J Bottom of exploraUon boring at 358 feet 31 0/ 27 Ol • ,,..501 M I I , ~~~----~..........,,,___.___.__.......__.__._I· ~I--------=--~ Sampler Type (ST): n ffi 2" OD Spit Spoon Sampler (SPT) 0 No Recovery M. Moisture Logged by: I ~ m 3" OD Split Spoon Sampler (D & M) I) Ring Sample ';J. Water Level () Approved by: i;;, --f7l r-1.-n .... -r, .... _ c-.. -.. 1-~ Water Level al time of drilling (ATO) I I I I I I I I I I ' I I I I I I I I I Associated Earth Sciences, Inc. Exoloration Loa ~~lffl~~ Project Number I Exploration Number Sheet KE03329A EB-15 1 of 1 Project Name l::!a.:elwQQQ Eleroeatia!O! Ground Surface Elevation (ft) Location t,iel!!!i.astle, WA Datum 1111!1 Driller/Equipment BQ1:lll1< l l:JSFA ,md QiamQad Bit BQQK QQC!il Date Start/Finish BIZ/03 81Z103 Hammer WeighUDrop 11011130" Hole Diameter (in) g ., o-=l !~ -o t .c:,, Blows/Foot 5 s ~ ~[ i~ i;; ~ Q. " T (!) "' ~ iii Cl en 8 DESCRIPTION 10 20 30 40 Fill Loose to medium dense, damp to moist, SILTY SAND (SM), oxidation, mottling. I-5 t-10 Tukwila Formation Dense, moist, yellow-brown, VOLCANIC TUFF with gravel, weathered. t-15 I S-1 -Brown-gray, VOLCANICLASTICSANDSTONENOLCANIC TUFF, ---23 weathered, fractured. 24 24 ROD= 13% (very poor). 1-~-19. Switched to rock core at 19' 6". t-20 ROD = 27% (poor). · . Gray, VOLCANICLASTIC SANDSTONENOLCANIC TUFF, weathered, ,_ 25 gouge zone at bottom of sample, yellow clayey silt in fractures. t--26. 7; ROD = 0% (very poor). t-30 ~s-3o. Bottom of exploration boring al 30.5 feet !l ,-35 N ~ ~ ~ ~ :!l ~ " i SamplerType (ST): i:'! [D 2" 00 Split Spoon Sampler (SPT) 0 No Recovery M -Moisture Logged by: 0 0: [I] 3" OD Split Spoon Sampler (D & M) I] Ring Sample s:/'. Water Level () Approved by: 0 ~ IA) -. -. .. ·'-f7I ci..-11-. .. T,,i.. ... c .......... , .... .Y Water Level at time of drilling (ATO) * ~ ~ " 5 ... ,. 90 95 95 MT Associated Earth Sciences, Inc. l~ii~~~ Project Number KE03329A I Exnloration Loa Exploration Number EB-16 Sheet 1 of 1 Project Name Hazelwood Elementary Ground Surface Elevation (ft) Location Newcastle, WA Datum ..JNow/A,,__ _____ _ I I Driller/Equipment Bartee/ HSFA and Diamond Bit Rock Core Date Start/Finish 818/Q3 8/8t2003 I Hammer WeighUDrop 140# / 30" Hole Diameter (In) ___ '______ I I , g re ~~ ~ l re 01 tF j I " 0 ! s J ~ [ Jj ~ j ows oot i T <1l C><ll 8~"' ~ I DESCRIPTION 10 20 30 40 o t---t-t--J-·-+,F;:o-::re°'st"D'"uff=rr"'o:::ps:::0""11----------------,---t--HH--t---t--t--1--;--H ..JJAflll)...!larU>r.ow..sn..D'...Se.l'!D...i:>!9il[11~ _""'" __________ ~ ,_ 5 I -10 I I I I ,_ 15 I I ' -20 I ,_ 25 i I I ,_ 30 Vashon Lodgement 1111 Damp, yellow-brown. SILTY SAND (SM), contains rounded gravel. S-1 S-2 Moist, gray, SIL TY SAND (SM) with rounded gravel. S-3 Color change to blue-gray below 15'. 8-4 Bottom of exptoraUon boring at 23 feet 20 40 46 : ... 5 . 45 5 ~14 ... 40 OIi Sampler Type (ST): [D 2" OD Split Spoon Sampler (SPT) [D 3" OD Split Spoon Sampler (D & M) lnl •.• 0 No Recovery M • Moisture I] Ring Sample 'ii. Water Level () f7I "'""A'"·. T, ..... _ eo---•~ .Y. Water Level at time of drillina (ATD) ·'i'"88 •r50f, 5" ·!"501 5" SOI Logged by: Approved by: I I I I I I I II I I I I I I I I I I I I I I I I I I I I I I I I I I Associated Earth Sciences, Inc. Exoloration Loa ~iilfflf!jrj Project Number I Exploration Number Sheet KE03329A EB-17 1 of 1 Project Name !:la.:!i!IWQod El!:!m1mts101 Ground Surface Elevation {fl) Location ~9\llQ§Stl§, W /!!; Datum ~lll Driller/Equipment BQM!:. i HSF8 aad Di,!!DQOQ Eli! BQ!:ls Qor!J Date Start/Finish 8/Bl03,8/Bl2003 Hammer WelghUOrop HO#l3Q" Hole Diameter {in) g o--1 }. .. ~ :z: _g 5~ Blows/Foot 5 o. E ~ii ~ ! Q. s E £! >, Q) .. (!) (J) ~ 2_ 0 T (J) ~CD DESCRIPTION 10 20 30 40 Forest Duff . · ' ........ ,,,.,. ·-darl, '"'·-···-~IL TV e-At..ln ,~u\ -----1- Vashon Lodgement Till Damp, yellow-brown, SILTY SANO (SM). few rounded gravel and cobble. ... 5 S-1 43 0/10 t-10 p: S-2 Damp. gray SIL TY SAND {SM) with gravel. fOi: -15 -20 F S-3 No sample recovery. Of t--25 ~ S-4 !DI· • Bottom of exploration boring at 25 feet t--30 g-35 !ii !:: t i D z ;;: Cl j Sampler Type (Sn: [[] 2" 00 Split Spoon Sampler (SPT) 0 No Recovery M -Moisture Logged by: 0 " [[] 3• 00 Split Spoon Sampler (D & M) [l Ring Sample 'SJ. Water Level () Approved by: ~ ~ -. -.. 171 C"a..-u .... T •• a.. ... c ............ , .... .Y Water Level at Ume of dril\inQ (ATD) l!! ~ ~ Q) 5 • so, • •P.50/" ••sor.• "501" I 1 Associated Earth Sciences, Inc. ;m1~~~~ Project Number KE03329A Project Name Hazelwood Elementary I Exoloration Loa Exploration Number EB-18 Sheet 1 of 1 Ground Surface Elevalion (ft) Datum NIA Date Start/Finish -8~18:':IQ::--3:--::8c::/R::--l:::?-::Q-::Q-::3-- Hole Diameter (in) Locauon Newcastle WA brlller/Equlpment Bartee/ HSFA and Diamond Bit Rock Core ~ammer WelghVDrop _1,c4,,0,.,#...,_/.,,3,,0_" _________________ _ g "' '*-,5 0. s E Q) T .. Cl Cl) I I I I I ~ 5 S-1 "10 ,_ 15 ~ S-2 ·I-20 I I i ... 25 1-30 I o--o .C:.o @'[ (!) Cl) DESCRIPTION Vashon Lodgement Till Damp, yellow-brown, SIL TY SAND (SM) with rounded gravel and cobble. Damp to moist, gray, SIL TY SAND (SM), with rounded gravel and cobble. Gra~vel content increases with depth. Bottom of exploration boring at 15 feel 23 36 Ole" Blows/Foot 10 20 30 40 ~ {': ~ Q) ,5 0 j 50/ ~ ~50/ • ~ "!l--,,--1,-,';--c;:.J...--;;:,:,--------------------------'-.J....l....l-_L.._,_....J._....L_....L.....;L...J i Sampler Type (ST): g (D 2" OD Split Spoon Sampler (SPT) ~ (D 3" OD Split Spoon Sampler (D & M) "'1 •.• I 0 No Recovery M • Moisture I] Ring Sample 'SJ. Water Level () f7I , ••••.. T .... "·--•-.~ Water Level at time of drlllino (ATD) Logged by: Approved by: I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Associated Earth Sciences, Inc. Exploration Loa ~~rm~~ Project Number I Exploration Number Sheet KE03329A EB-19 1 of 1 Project Name !:!;izelwQod ElemeotaQ! Ground Surface Elevation (ft) Location ~!ll.'l!.!l§!l!l. WA Datum Ill/A Driller/Equipment E!Qcte!. l HSF 8 aod Qiamood Bi! BQQk !:;Qre Date Start/Finish 8/B/03 81812003 Hammer WeighUDrop 1:!Qtf l 3Q" Hole Diameter fin) • ~ <II o-~ lse !l s .!! ·-0 <II ,: ,, Blows/Foot ~ t ~ ~~ =" .., "' s i! ~;,: ~ T "' (!)(/) l9 .e Q) 0 "' 8 j"' ,5 DESCRIPTION 10 20 30 40 0 Vashon Lod~ement Till Damr,, yellow-brown, SIL TY SAND (S ) with rounded gravel. scattered cobbe. I-5 J S-1 ~ Damp, brown-gray, SIL TY SAND (SM) with rounded gravel and cobble. · -48 01: ' 50/.t' ~ 10 p: S-2 iOJ: ' 501," Increase in gravel content with depth. ~ 15 >-Moist, blue-gray. SIL TY SAND (SM) with roundedgravei and cobble. · - ,_ 20 ::c S-3 5 l/2 ,. '!l-50/, .s· ~ 25 p: S-4 0/: ' ·1'-50/ " 1-30 Bottom of exploration boring at 30 feet ~r-35 ~t-• 1 z ;;:• I!! ~ Sampler Type (ST): N [[J 2" OD Split Spoon Sampler (SPT) 0 No Recovery M. Moisture Logged by: M M 0 "' [O 3" OD Split Spoon Sampler (D & M) I] Ring Sample 'Sl Water Level () Approved by: 0 !!! "" r7l ...... _ .... _ .... __ .__ .... ___ ,_ 'Y WAier Level at time of drillina (ATO) Associated Earth Sciences, Inc. Exploration Loa ~~~l!i~ Project Number I ExploraUon Number Sheet KE03329A EB-20 1 of 1 Project Name l:l,u:elWQQd Elemeata[ll Ground Surface ElevaUon (ft) Location Newcastle, WA Datum NIA ' , Driller/Equipment E!Qru!Q 11::!SFA aod QlamQod B.it 13.Qc~ Qgce Date Start/Finish 8/jj /03 8/j j /03 ] Hammer WelghUDrop HQlf £ JQ" Hole Diameter (In) ' ' i g ai • g "' ~:& ~~ Blows/Foot ,5 .!I =m ~ ~[ .,_ ~} C. s ;:! " T "' (!) "' 0 "' DESCRIPTION ;: "' I 10 20 30 40 Tukwila Fonnatlon .... S-1.4 Blue-gray, lnterbedded andesltlc BRECCIA and TUFF, red oxidation, fracture surfaces. ROD = 0% (very poor). 5 -S-4.6 -Yeltow_and gray clay In fracture at B'. I Weathered to red-brown sand at bottom. RQD = 0% (very poor). ,-. s-s., ,-10 • RQD = 0% (very poor) . ,... ·11.7p ,... Blue.gray, lnterbedded andesiUc BRECCIA and TUFF. · • I .... 1s ROD= 95% (excellent). -!3-16.1 I RQD = 90% (excellent). I 1-20 ... -21 . RQD = 95% (excellent). t-25 ,-. 5-27 Bottom of exploralion boring al 27 feet I ,... 30 i / at-35 is ?::: b ~ • i I§ ,.; Sampler Type (ST): ~ iil [I] 2" OD Split Spoon Sampler (SPT) 0 No Recovery M -Moisture Logged by: MT "' [I] 3" OD Split Spoon Sampler (D & M) I] Ring Sample ,I. Water Level () Approved by: ! ll c., r7l .... ,. •''-•• ... ••L -.... ___ ,_ ... Water Level at time of driltina (ATD) .l!l s k l!l 0 10 90 95 10 10 10 I I I I I I I I I I I I I I I I I I I I I !1 I I I I I I I I I I I I I I I I Associated Earth Sciences, Inc. Exoloration Loa ~~~[!j~ Project Number I Exploration Number Sheet KE03329A EB-21 1 of 1 Project Name t:!a;aelwQQd El!:!D!ilO!eCll Ground Surface Elevation (ft) Location t,/ewca:,!le, W,A Datum t.llA Driller/Equipment l;!octe1; l l:lSFA and Diamgog Bil Bog~ QQ[!;l Date StarVFintsh 8£j j 103 8/j l l03 Hammer WelghUDrop 140ft l JQ" Hole Diameter (in) ' g u-,g l re [l ·-0 Blows/Foot 5 } .c: .c =" -: ~ c.E rt~ C. s e,.. " T "' (!)(I) .!l_ 0 Cl) 8 ~m DESCRIPTION 10 ·20 30 40 Tukwila Formation Loose to medium dense, damp, yellow-brown, SIL TY fine to medium -•1,7 ,...:~~~~terbedded andesitic BRECCIA ancfTUFF. - i-5.3,4 ROD = 0% (very poor). ,. 5 ROD = 78% (good). -5-8.5 -10 ROD = 70% (fair). t--10. ROD = 73% (fair). I 1-S-13. I c-15 ROD= 95% (excellent). -ll-18. ,-20 ROD = 8% (good). 1--23. 1-25 ROD = 95% (excellent). ' 1--S·29 i-30 Bottom of exploration boring at 29 feet s~ 35 isl :,: I ~ z ~ " ~ Sampler Type (ST): ~ ::i [[] 2" OD Split Spoon Sampler (SPT) 0 No Recovery M ~ Moisture Logged by: MT 0 0: []] 3" OD Split Spoon Sampler (D & M) I] Ring Sample ~ Waler Level() Approved by: 0 !¥ l"1 ,...,~-'-... ___ ,_ f7l C'h,..lhu T.,h.,. c;?..,m,..,la .:! Water Level at time of drilling (ATD) l!l ~ ~ " 5 0 95 10 10 10 10 10 10 Associated Earth Sciences, Inc. ~ril~[!j~ Project Number KE03329A Hazelwood Elementary I Exoloration Loa Exploration Number EB-22 Sheet 1 of 1 Ground Surface Elevation (ft) Project Name Location Driller/Equipment Hammer Weight/Drop Newcastle WA Bortec l HSFA and Diamond Bit Rock Core Datum ...,N.,./..,A,_ _______ I Date StarVFlnlsh 8/12/03 6(12103 1-S-0.4 ~ 5 ,.. ,-4,7 ' ~ 10 ~ -10.2 ' -ll-14.• ,-15 ' ! I ' r-ll-19. -20 r-,.,-24,, -25 1-~-29. -30 lt 35 ~ I 140# / 30" DESCRIPTION Tukwila Formation 'Blue-gray,lnterbedded andesitlc BRECCIA and TUFFACEOUS SANDSTONE, fractured (1" to 3" fragments) dark red to blar.k oxidation staining on fracture surfaces. RQD = 10% (very poor). Yellowish sand filled fractures, black and orange oxidation staining on fracture surfaces. RQD = 54% (lair). Some black oxidation staining on fracture surface. ROD = 90% (excellent). 1 1/2" of fractured ANDESITE In middle of sample. RQD = 83% (good). ROD = 90% (excellent). Hole Diameter (In) ' Blows/Foot 10 20 30 40 1-Blue~ray andesilic BRECCIA. ------· - RQD = 86% (good). Bottom of exploratlon boring at 29 5 feet 90 10 10, 10 10 t ~f--~S-amL...lpl,..er...,T"'y.,_p_e""(S::,T±,)-: ________________________ _,__.,_._,_....,, _ __._ _ _,__-'---'--'-; :!l [D 8 2" OD Split Spoon Sampler (SPT) ; ~ ~· OD-Split Spoon Sampler {D & M) 0 No Recovery I] Ring Sample M -Moisture ,2 Water Level () f7l ..... _1 ............. _ "'---1-'Y W~terlevel attfmeofdrlllina (ATD) Logged by: MT Approved by: I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ------------- Associated Earth Sciences, Inc. Exoloration Loa ~ ~ [m l!j ~ t---·p"K""1-:co:::-;.,,~C'."2::Cgl·e,:cr---,l-=~El<ps1~ora=-~"'~=-~2"'~""u=m:.:be:'r=..__.----__,s"'1h::~:-:c-;i·1------, Pro)ecl Name Hazelwood Elementary Location Newcastle. WA Driller/Equipment Bartee/ HSFA and Diamond Bit Rock Core Hammer Weight/Drop -~14~P~#~{~3~P~"------------------ g = g- o I-5 S-1 ,.. 10 n ~ S-2 -15 -20;,:5.3 ~ 25 1-30 p S-4 DESCRIPTION Vashon Lodgement Till Damp, yellow-brown, SIL TY SAND (SM) with rounded gravel and cobble. Color change at 6.5' to gray. Color change to blue-gray at 26'. Bottom of exploration boring al 30.5 feel Ground Surface Elevation (ft) Datum ...,N,./u,A':-:::-:c--:--::-:--=-- Date Start/Finish 8/12/Q3 8112(2QD3 Hole Diameter (in) ' --------- 21 >OP." Ol ' Blows/Foot 10 20 30 40 SOI," sor.. •\1-50/! N ~ I j'l---:S,-a.Lm,:\pl-er--=T:::-yLpe::-;;(Sd:Tac):-----------------------'-_..JL...1.-'--..J....-"---'---'---'---"-j ~ (D 2" OD Split Spoon Sampler (SPT) 0 No Recovery M. Moisture Logged by: g ~ [D 3" OD Split Spoon Sampler (D & Ml I] Ring Sample ,I. Water Level () Approved by: ,... ~ '"'·-'-c---·1-f7I C:hnlhu Tnho c:~mn1 ... !'.. Water Level at time of drilling (ATD) I I Associated Earth Sciences, Inc. Exoloration Loa ! ml ii ~ l!j lfj Project Number I Exploration Number Sheet : KE03329A EB-24 1 of 1 I Project Name !:l!!i:fa!IWQQQ El!.'lment!!C¥ Ground Surface Elevation (ft) Location t!l!.'ll!l!:ii!§!lfl, WA Datum t!.1.£(!. Driller/Equipment BQru!!l I t:JSFA and QiamQod Eli! Bgg~ QQl:!l Date Start/Finish 8/j 2/03 8/j 212003 I Hammer WelghVDrop HQiUJQ" Hole Diameter (In) ' g <.>-6 !~ .!!l I I t.8 = Blows/Foot ~ I 5 =" I s E ~[ ~Q ~ is ~ C, :,:8 " ~ T .. (!)"' jm 5 ' "' DESCRIPTION (.) 0 i 10 20 30 40 Vashon Lodgement Till Damp, yellow-brown, SIL TY SANO (SM) with rounded gravel and cobble. I I ! -5 I I ' ' I -10 S-1 Colar change to gray at 1 O'. 1 DIS~ So/: I .5" I I I -15 I Boulder at 17' -moved 5' east. I 1-20 p S-2 . ! D/5 ... •soi, 5" ' I I Color change ta blue-gray at 22', -25 I I I I ,-30 iJ: S-3 i<JI . 'SOI • I ' Bottom of exploration boring at 30 25 feel I 11r 35 I :~ ii ' I Ii I ~ Sampler Type (ST): i:! m 2" OD Split Spoon Sampler (SPT) 0 No Recovery M -Moisture Logged by: 11 0 lTI I] Ring Sample Approved by: a: 3" OD Spilt Spoon Sampler (D & M) 'SJ. Water Level () 0 ., l<ol 171 "'h•lhv T11h• ,::0 mnl• 1-Water Level at time of drilling (ATD) I'" ,-._i,. t"--.. 1 ... i I I I I I I I I I I I I I I I I I I I Associated Earth Sciences, Inc. Exoloration Lo~ mlii[m~fj Project Number I Exploration Number Sheet KE03329A EB-25 1 of 1 Project Name t1a;1;!;lll!!OQd E!!;l!D!;lnt.!Q! Ground Surface Elevation (ft) 36(! Location t::lewga§II!;!, WA Datum NIA Driller/Equipment l;!Ql::t!;!Q Dale Start/Finish Hl:14/03,j :t 1:1412003 Hammer WelghVDrap 140#13Q" Hale Diameter On) g "' u-.§ 1 ~ .'!l :E .8 "' ,5 .!l =<U...J Blows/Foot ~ 0. II il' s E "I~ I ~ T "' ~ .!l " 0 u, 0 " ,5 DESCRIPTION (J 10 20 30 40 0 Topsail , -.-.-.... -... : .. , ..t-..i ............ _ s11 T"V ,; .. , ta -... ..,1,, .... 01<.un Advance Outwash Loose lo medium dense, light brown la brawn-gray, SIL TY fine lo coarse SAND with fine to ooarse rounded gravel. r-5 r-10 • :r--· -------Tukwila Formation ------- Dense, moist, gray SANDSTONE . . r 15 Bottom of explorallon boring at 14 feel r-20 t-25 t--30 w--35 N 0 N • 11 ~ z ~ "1 .., Sampler Type (ST): < a ~ [D 2" OD Split Spoon Sampler (SPT) 0 No Recovery M-Moisture Logged by: MT -0 0: [I] 3" OD Spfil Spoon Sampler (D & M) I] Ring Sample 5l Water Level() Approved by: 0 "' ~ ~ w •Ai-~--I -• ,-1 .-., ,:_,.. ,..4 ,.f,./11/,..,.. I ft.Tn\ I Associated Earth Sciences, Inc. Exnloration Loa m ii Im ~ ~ Project Number I Exploration Number Sheet KE03329A EB-26 1 of 1 I Project Name H2.,ellli22d !;lemea!2n,: Ground Surface Elevation {ft) ~Oj Location ~BWQllfill!l, WA Datum ~IA Driller/Equipment Barree Date Start/Finish n IM/03 j j IM12003 •• Hammer WelghVDrop HQIUJQ" Hole Diameter On) • g "' .5a?o i ~' .!a "' ,5 -1l. a" =" Blows/Foot {'!. I !} s E e[ ~} ~ T .. (!) "' .e .2 " 0 "' 8 3 Cl ,5 DESCRIPTION 10 20 30 40 0 Topsoil I I------:-'-.J-..1, "--•••-~II TV C--~1,1.1,-,. Advance Outwash Medium dense. moist to wet, yellow-gray-brown, fine to medium SAND, few rounded gravel. ~-------------------------------I Tukwila Formation Medium dense, moist to wet. yellow-gray-brown, SIL TY fine to coarse 5 SAND. I -10 I -Medium dense, saturated, blue-gray, SIL TY fine to coarse SAND. ---I ~ 15 I -Dense 15.5' to 17'. ------------------------ -Medium dense 17' to 20'. -------------------- I .-20 ;....Very dense at 20'. ----------------------·-- Bottom of exploration boring et 21 feet I -25 I I .-30 I I ' §-35 I N 0 N t D f I :it ~ ~ ~ Sampler Type (ST): 8 [D 2" OD Split Spoon Sampler (SPT) 0 No Recovery M • Moisture Logged by: MT I 0: ID 3" OD Spilt Spoon Sampler (D & M) I] Ring Sample '¥. Water Level () Approved by: 0 ~ Iii,! --f7l ...... _, ..... .,. ..... _ t">---·-. Water Level al time of drllllno IATD\ ---- I I I I I I I I I I I I I I I •• I I I Associated Earth Sciences, Inc. Exploration Loa ~ii~[!i~ ProJecl Number I Exploration Number Sheet KE03329A EB-27 1 of 1 Project Name 1::1.izeb!i!QQd E!flment,u:)! Ground Surface Elevation (ft) 39Q Location t:l!:lW!.s!!!lle, W8 Datum flJIA Driller/Equipment 6Qrtec Date Start/Finish 11l14ID3 1111412003 Hammer WelghUDrop 14Q# / 30" Hole Diameter (In) • g ., o-§ J. .!!l "' ., :c .8 =~ .s ~ Blows/Foot {!!. ,6 ·a o. E ,,_ ~;,: Q. s E f! >. ~~ ~ " T .. (!) Cl) .!!! .2 " 0 en 8 f"' 6 DESCRIPTION 10 20 30 40 Topsoil . Loose, moist, dark brown,. SIL TY fine to medium SAND, organic. --------------------------------TIii Medium dense, moist, yellow-brown to gray, SILTY fine to coarse SAND, rounded gravel (weathered). ,-5 ~-------------------------------- -10 Dense, mois~ brown-gray lo gray. SIL TY fine lo coarse SAND, rounded gravel (unweathered). r 15 Moisture content Increase. ,_ _ ----------TukwilaFonmatlon ----------- Moist, blue-gray BEDROCK. v,,.-...a ... n ... ..., ::::it 19' -20 Bottom of exploration boring at 19 feet -25 ,-30 ar-as 1,1 d N I 0 z ii: " "I SamplerType (ST): ;Ji N [Il 2" OD Split Spoon Sampler (SPT) 0 No Recovery Logged by: ~ M -Moisture MT ~ 0 [I) I] Ring Sample 0: 3" ·oo Split Spoon Sampler (D & M) "il-Water Level () Approved by: 0 ~ ;;;;J -. -.. f7l C'l.-11.,,T,,1,,,. .. c,..,,....,.., ... ~ Water Level at time of drillin~ (ATD) Associated Earth Sciences, Inc. ~~lml!i~ Project Number KE03329A Project Name Hazelwood Elementary Location Newcastle. WA I Exoloration Loa Exploration Number EB-28 Sheet 1 of 1 Ground Surface Etevation (ft) ...;;,4:,,0,..3 __ _ Datum ....,N.,,IA"--------Driller/Equipment Bartee HammerWeighUDrop _.14"'0"#"-'-/.,3<>0~"------------------Date Start/Finish 11 /14103 1111412003 Hole Diameter On) ' ---------., I I I Blows/Foot J!l "' ~ I l;; 5 0 1-5 r-10 -15 1 ... 25 I 1-30 I I i-35 isi t, t ~ DESCRIPTION 4" to 8" quarry spalls. Fill Vashon Lodgement Till Medium dense to dense with deplh, brown to gray, SIL TY Hne to coarse SAND, rounded gravel. Wet at 13'. \ Very dense. . ~ Bottom of exploration boring et 181eet 10 20 30 40 f ~ 11--:S:-a.J.m-'p;-le-,-r T"'y-'pc::e-:("ST"'),-: -------------------------'-..L...-'-'---''----'----'----"---'--'- ~ OJ 2" OD Split Spoon Sampler {SPTJ ~ ~ 3• OD Split Spoon Sampler (D & M) 0 No Recovery I] Ring Sample M • Moisture 'SJ. Water Level () Y \f\/Qfcr,,-I er.Her.I !:lt tim,=, nf rlrllllnn ( ATn) Logged by: MT Approved by: I I I I I I I I I I I •• I ! ' ' I I I I I I I I I I I I I I I I I I I I I I Associated Earth Sciences, Inc. Exoloration Loa ~ ii Im l!i fj Project Number J Exploration Number Sheet KE03329A EB-29 1 of 1 Project Name l:l<!Z!!lwQQd Elero!!a!a01 Ground Surface Elevation (ft) !10!1 Location t:lewca§tle, WA Datum Ill/II Driller/Equipment BQIE!. Date Start/Finish j j 114/03 :t :t /j 412003 Hammer WelghUDrop H0#/30" Hole Diameter (In) ' g i o-I j: .l!l -o !l~ "' 5 .t: .c = Q) Blows/Foot ~ a.E ~t s] a. s E e"' ~ ., Q) T .. (!) "' ~ Ol 5 Cl (/) 8 DESCRIPTION 10 20 30 40 Topsoil Loose, we~ dark brown, SIL TY fine SAND, organic. Vashon Lodgement TIil Medium dense, wet, light brown, SIL TY SAND, rounded gravel. ,-5 Medium dense, moist, light brown lo brown, SILTY SAND with gravel. " Tulnui!a r Bottom or exploration boring al 7 feet r-10 ,-15 ,-20 r 25 -30 1· 35 g ~ Q ~ ~ z o". <!) I I Sampler Type (ST): m 2" 00 Split Spoon Sampler (SPT) 0 No Recovery M -Moisture Logged by: MT "' []] 3" OD Spill Spoon Sampler (D & M) I) Ring Sample 'SJ.. Water Level () Approved by: 0 !!l "" -171 r-1.-11.. .. T .. ~ .. ~---1-Y. Water Level at time of drilling (ATO) I Associated Earth Sciences, Inc. Exoloration Loa I mii ~ [Ji fj Project Number I Exploration Number Sheet I I Project Name KE03329A EB-30 1 of 1 l:!a~lwggd l;l!l!D§nt;i[ll Ground Surface Elevation (ft) 408 i Location ~!lWQ§ll!l!l, W 8 Datum flllC. I Driller/Equipment i;lQcl§!l Date Start/Finish j Hl4l03 j j IM/2003 I Hammer WelghVDrop HQtl l JQ" Hole (?iameter (in) • I I g " -=I !t J!! i if Blows/Foot ~ I 5 a. s ~i ii ~ ~ ., " T .. ., -5 I 0 (J> 8 3: Ill DESCRIPTION 10 20 30 40 0 Topsoil I ' Loose, mois~ dark brown, SILTY fine to medium SAND, organic. I Vashon Lodgement Till Medium dense. moist. light brown to gray-brown, SILTY fine ta medium I I SAND wftt, fine to medium rounded gravel. I-5 I • Dense below 6'. I I I 1~ Wet at 9'. 10 I I I I I 1-15 I ~ _n .......... - I Bottom of expforaUon boring at 17 feet I -~ 20 I 1-25 I I I I I 11-30 I I I a-35 I ~ ~ J ' I ~ -f. Sampler Type (ST): m [D 2" OD Split Spoon Sampler (SPT) 0 No Recovery M • Moisture Logged by: MT I a. [fl I] Ring Sample Approved by: a: 3" OD Spnt Spoon Sampler (D & M) ~ Water Level () 0 !ll IA! .... '· ,.., .... · ·~ f7I c>1o. .. 11 •••• T.,L.-C'---1-~ Water Level at time of drillina CATO\ I I I I I I I I I I I I I I I I I I I I Associated Earth Sciences, Inc. Exoloration Loa m}~~l'4~ Project Number I Exploration Number Sheet KE03329A EB-31 1 of 1 Project Name 1:l11~!wQod El~roen!.!QI 416 ··-Ground Surface Elevation (ft) Location ~ewca§tle. W8 Datum 1'11161 Driller/Equipment BQrtes:; Date Start/Finish 11£14103 l 1£14/2003 Hammer WelghVDrop 1~Q/l l 30" Hole Diameter (In) ' g "' <>-8 !~ .\!! ~ ·-0 Blows/Foot ~ '[ .c .c ~~ s E ~[ ;;: ~ ~ ,: ~ ~ T .. (!) "' ~_g ,5 0 "' 8 ;;: "' DESCRIPTION 10 20 30 40 0 Topsoil · Loose, moist to wet dark brown, SIL TY fine SAND. ,-----------VashonLodgementTilr---------- Wet to moist (below 3'), light brown to gray-brown, fine to medium SAND, rounded gravel. ... 5 >-10 -15 ~ T1•'· r Bottom or exploraUon boring at 16 reet >-20 >-25 c-30 a,.. as 0 N o· N • i z 2 " i Sampler Type (ST): N m 2" OD Split Spoon Sampler (SPT) 0 No Recovery M ~ Moisture Logged by: MT ::: 0 m I] Ring Sample Approved by: a: 3" OD Split Spoon Sampler (D & M) i.z Water Level () 0 "' <=1 1"71 W tAI"'''"'• I ,., ,,._I "* flml> nf rl,.;u;",.. I a Tr\\ Associated Earth Sciences, Inc. Exoloration Loa ~~ ~ ~~ Project Number I Exploration Number Sheet I KE03329A EB-32 1 of 1 Project Name l:!ilZ!!ll1!1QQg Elem~otac:l Ground Surface Elevation (fl) 41;i Location ~ewQa:;tis1. WA Datum llllA Driller/Equipment flgrtec Date StarUFinish jj 114/03 l 1 lM/2003 I Hammer WeighUDrop HQtt l 3Q" Hole Diameter {In) I g "15 ~I }re l'l .. .. I 5 ! it jl Blows/Foot {£ a. s E ;:~ ~ " "' t!) "' " Cl T "' 8 5 I DESCRIPTION 10 20 30 40 0 1opsolt I I Loose, mols~ dark brown, SIL TY SAND, organic. 1 >-----------Vashonlodiemen!Tllt ---------- I Medium dense, damp to moist, yellow-rown to gray, SIL TY SAND with I gravel. I -5 I Dense at 7'. I I I i 1-10 h ~ 8ottom of exploration boring at 10 feet I I I ~ 15 I I ~ 20 I t-25 I I ' I 1-30 I I I I r· 35 I 0 N • j I ~ ., Sampler Type (ST): < m rn I § 2" OD Split Spoon Sampler {SPT) 0 No Recovery M • Moisture Logged by: MT 0: m 3" OD Split Spoon Sampler {D & M) I] Ring Sample SJ. Water Level () Approved by: 0 .. i;;;J f7I '-''"'"'''"'" T .. i.. ... c,..,,_ ... 1 .. Y.. Water Level at time of drillino CATO) n; ... ·-'· .... _ ---·· I I I I I I I I I I I I I I I I I I I Associated Earth Sciences, Inc. Exoloration Loa ml~~~~ Project Number I Exploratlon Number Sheet KE03329A EB-33 1 of 1 Project Name !::lai:!llY,£ood El!!!DS!ll,!I:)! Ground Surface Elevation (ft) 4H Location t:l!i!WQ11Sll!!, WA Datum lllll!. Driller/Equipment 12Qctei; Date Start/Finish 1 H14l03 1 HM/2003 Hammer Weight/Drop 140#/30" Hole Diameter (In) € .. .go 5 ]b .l!l ., t .c .Q ~i s., Blows/Foot {! .; ~[-~ ~ Q. s E ;;: g-~ " "' (!)(/) .a; -" 0 T (/) 8 ;; "' ,5 DESCRIPTION 10 20 30 40 0 Topsoil Loose, moist, dark brown, SIL TY fine SAND. Vashon Lodgement Till Medium dense, mols~ brown to gray, fine ta medium SAND, rounded gravel. I-5 .... T.,O.. ,n • . Bottom of exploration boring at 8 feet 1-10 ~ 15 ~ 20 1-25 c-30 l 8-35 N 0 N ~ .. E ~ 0 z ;: ~ Sampler Type (ST): N [D 2" OD Split Spoon Sampler (SPT) 0 No Recovery Logged by: MT ~ M • Moisture ~ 0 [D I) Ring Sample Approved by: 0: 3" OD Split Spoon Sampler (D & M) 'Si. Waler Level () 0 "' ~ ,..,, -. . .. 11,1..,, ..... 1 .. ., .. , .. + tlmo nf rlrlllinn fATn\ ' . .... I ------...-------__,=---=--,,:,---=----------, Associated Earth Sciences, Inc. 1-----====c:::----.---"'Ex~:!'!:pil:-i:o'::-ra:i:'t:':io':':n::.'=L=o"'-a-,----;;;:=.----1 ~~~l!i~ Project Number j Exploration Number I Sheet KE03329A EB-34 1 of 1 ~-,--:-:-:-----.,.,.-,----,-'::----:--------'-------:---:-c'--::------;:::------;=---1 Project Name -,Hf,!"a,.ze,.l.,Wu07!0~d'-1'1E'l'le"'mu~eunt~a~cy.,______________ Ground Surface Elevation (ft) _4~1~3~-- Location Newcastfe WA Datum _..,N"'/A.._ ______ _ Driller/Equipment -'B~o-')rt"'e"'c""'""'-"-'-'1....----------------Date Siart/Flnlsh Q2/26/Q4 2f26{2QQ4 Hammer WelghUDrop 140# / 30" Hole Diameter (in) ----·-----1 g il I = C. s E Q) T .. (!) "' C "' • ~ 5 t-10 >-20 DESCRIPTION Vashon Lodgement Till Dense, moist, light yellow-brown, SIL TY SAND with fine to medium gravel. ~-------------------------------- Dense Jo very dense, moist, light gray, SIL TY SAND with fine lo medium gravel. SmooU, impenetrable surface encountered at 12.5' interpreted to be Tukwila Formation. Bottom of exploration boring at 12..5 feel Na ground waterlseepege. =I .,_ ;;: ! 7ii • j~ Blows/Foot ~~ ~ Dl 10 20 30 40 -25 I I ~ 30 I I I I I I I I I I I I I I I I I I§~ 35 I "' i I ~'f--,~::'c=,=::-;;;*c------------------------'--'--'--'--"--'---'--"--'--"--j ! Sampler Type (ST): I § [D 2" OD Split Spoon Sampler (SPT) 0 Na Recovery M • Moisture Logged by: MT I g [I] 3' OD Split Spoon Sampler (D & M) I] Ring Sample 'ii!. Water Level () Approved by: n: liiiil -. ... . , . f7l c-"' ... 11-.. .. T .. ~ ... ~ ... -... , ... ~ Water Level at time of drilling (ATO) I I I I I I I I I I I I I I I I I I I ~ Associated Earth Sciences, Inc. Exploration Loa ~ ~ ~ ~ ~ f-----,P""1r.°....,t.,..o,,.~"'"'~-2m"9~,-e-r--....,.j-==-.!ee"x-';pl=.or=-Eu;,::B.::;~3'-c~::-'u=mc'be:::r="--r----,s:::t-~-f,...\------J Project Name Hazelwood Elementa,y Ground Surface Elevation (ft} -"4..,_16><----- LocaUon Newcastle, WA Datum NIA Driller/Equipment Bartee Date Start/Finish ..,Q~?~t=-,s::--1c:n-:-4-=2"'1?:-:6:--:(?::cQ:-:QC"'.4:-- Hammer Weight/Drop _1L4~P~#,..,_/ ,,3"'0_" ------------------Hole Diameter (in) ----·----- g ... 5 r 10 ~ 15 -20 r 25 r 30 r 35 =j]~ ~"15. l;; l; E tii - U o ,,. Ill DESCRIPTION ,.. Topsoil f._i:.gpg,_rn.Qil\!,.lh!!l<..Pl:!2VJD.Jl!J.1Y .lill!l S/1,l,IQ..QJ"Qllnlc... _ -------..,,. Vashon Lodgement Till Medium dense, wet to saturated, light yeilow-brown, SIL TY SAND with gravel. . Dense, moist, light yellow-brown, SIL TY SAND with gravel. Becomes light gray al 10'. More motst and coarse at 12'. Wet at 14'. More gravel at 14.5' . \ · ...... b~"'r",." "1 •n,,,,,,...,. -!Cl.11'"'"'•1" i""""'' 'i;ir ,,,, ,ri,,,,,. .. Bottom of exploration boring at 15 feet No ground water/seepage, f Blows/Foot 10 20 30 40 "f--,c-'--:':-=c':::=~-----------------------.,...-~~~~-~-~-~-~~-; :i Sampler Type (ST): I [D 2" OD Split Spoon Sampler (SPT) « ffi 3" OD Sptil Spoon Sampler (D & M) i 0 No Recovery M • Moisture I] Ring Sample 'SJ-Water Level O r71 ~•-_;"·· ~ .. c. "·--'· \' Waler Level at time of drillino (ATD) Logged by: MT Approved by: I Associated Earth Sciences, Inc. Exoloration Loa ~ ii ~ ~~ Project Number I Exploration Number Sheet · KE03329A EB-36 1 of 1 I Project Name !::ls!Z§!IWQOg Ehl!Jl8!l!iln,'. Ground Surface Elevation (ft) 415 Location h!!!W!.aSD!a!. WA Datum tll/8 Driller/Equipment B2cm1. Date Start/Finish 02126/04,212612004 Hammer WeighUDrop 14Qif l 3Q" Hole Diameter (In) I g Jl .£13 ~ J. JJl 5 .cc .c = Q) ~1 Blows/Foot ~ I ~ c.E a>,; C. s e >, 3: E ~ Q) T "' Cl Cl) i 1ii Q) 0 Cl) 8 5 DESCRIPTION 10 20 30 40 0 1 Topsoil • I .)._g_o.ae..ro.olfilJlw:l<...l>l'.llW.Jl.11.D'JJJJ§.la~Q • .2fflni"---------.J Vashon Lodrment II Medium dense to dense, wet to moist upper 6" saturated) light ' yellow-brown, SIL TY SAND with grave . -5 I I 1-J!~CMll!U~.ullil~~&J;~-------------------- I 1-10 h Tuln.,lla ·• .a 1111 ...... ..,,,.-,.. .. e ' Bottom of exploration boring at 8.5 feet No ground waler/seepage. I -15 I 1-20 I I ... 25 I I ' ... 30 I ' I ... 35 ~ I ,,; ii • :,; I 2 ~ ii Sampler Type (Sn: N OJ 2" OD Split Spoon Sampler (SPT) 0 No Recovery M -Moisture Logged by: 1l MT I " [lJ 3" OD Split Spoon Sampler (D & M) I] Ring Sample '.\Z Water Level () Approved by: 0 ffl IN ~ .... i.. e-........... 1,. 171 !'ShPlhv TuhA Ramole l'. Water Level at 11me of drilling (ATD) I I I I I I I I I I I I I I I I I I I I "' ~ "' .. ~ ~ M M 0 0: 0 ~ Associated Earth Sciences, Inc. Exnloration Loa mii~f!i~ Project Number I Exploration Number Sheet KE03329A EB-37 1 of 1 Project Name !::lazeb1,1Qod l;;lemen!s11:¥ Ground Surface Elevation (fl) 4lZ Location f:,!elltJ.a§tl§, W 8 Datum l',J/l!, Driller/Equipment !'!ortes; Data StarUFinlsh 02126/04,212612004 Hammer WalghVDrop 140# I 30" Hole Diameter (In) g " <>-g ! te .!l ·-0 " 5 ~ .c .c 1i5 .9i Blows!Foot ~ C. s E ~[ ;;: ~ :;; ~ ~ " T .. Cl Cl'.) ~ 1ii " 0 Cl'.) 8 5 DESCRIPTION 10 20 30 40 0 Topsoll f--.(.®l!ll..JTl.ll~ • .d~l'!D .lo.!!>d:lm>Yi!l.. SIIJY..tJnulA~.JJ.rgao~-__ ..,- Vashon Lodgement TIii Medium dense to dense, moist, light gray-brown, SIL TY SAND, few gravel " I-5 ,-10 i"',Sa!UJ:llte<l..aL1Jl'._ -----------------------./ Tukwila Formation Medium dense to dense, saturated, yellow-brown, SIL TY SAND. -15 • ~-------------------------------Dense, saturated. yellow-brown. SILTY SAND. :f -20 "'· . ,,..i-~ a~ "n ,::,, Varu rle.nc.:. :lt "n ,::,, :f Bottom of exploration boring at 19.5 feet Seepage at 17 5' and 19.5' 1-25 -30 1-35 Sampler Type (ST): I] 2" OD Split Spoon Sampler (SPT) 0 No Recovery M-Moisture Logged by: MT [I] 3" OD Split Spoon Sampler (D & M) I] Ring Sample Si'. Water Level () Approved by: '"1 --171 ... ,_ -''-· ...... , .. ,., . ... , .... W:ltPr I 12vP.I ~t tlmA nf rlrillino fATDl Associated Earth Sciences, Inc. ~~~[!i~ Project Number KE03329A I Exnloration Loa Exploration Number EB-38 Sheet 1 of 1 Project Name Haze!wood Elementary Location Newcastle, WA Ground Surface Elevation (fl) -"4'-'1-"4'--- Driller/Equipment n nr Datum .aN.,.,,JA.._ ______ _ Date StarUFlnish Q2t26/Q4,2t26/20D4 Hammer WelghUDrop _1i.,4.,0.,,#u./ .,.3y0_" _________________ _ Hole Diameter (In) g .!l .S:?o ;; .r, £ a. CLE a. s E ~,.. " T "' (!) "' 0 CJ) -5 L 10 '-15 L '-20 L 25 L L 30 DESCRIPTION 1 Topsoil · _ J.,Q_o~~'11P~l~i!Cil..llWW...S.ll,.IYJilJ.fl .SAfJQ,_grg;,njc;. ________ _J Vashon Lodgement Till Dense, moist to wet, light brown-gray, SILTY SAND with gravel. More gray at 5'. L-----------------------------• Tukwila Formation (weathered) Dense, moist to we~ light yellow-brown to dark blue (alternating) SILTY SAND, dark blue 1/4" to 112• sandstone fragments. L.. ~ , ... ., .....• ' ... ~· ..• ' .. Bottom of exp!oraUon boring al 10 feet Seepage at 7.f1. - =j JR j 'il a,-Iii! s:~ ~ iii 8 10 Blows/Foot 20 30 40 I I I I I I I I I I I I I I I ~ L~ I i:! ! I ~l---=-'--',--=-'---=',,--------------------------.....l.-.L...LJ'---1-.....L _ _L_....L._...L-1-J i Sampler Type (ST): ~ [D 2" OD Spilt Spoon Sampler (SPT) 0 No Recovery M. Moisture Logged by: MT I ~ rn 3" OD Split Spoon Sampler (D & M) I] Ring Sample ~ "':_ater Level O .. . . . .... . .. --· Approved by: I I I I I I I I I I I I I I I I I I I i "' ti ll Associated Earth Sciences, Inc. ' Exoloration Loa m} ~ ~ f!j ~ r-----,pa:K::;1::;~::.;-.;~::2m::, 9 1::ce::r---,,-="=ie!':x::;pl7ora::-E ua:~=~ 3 ';:~:cu=m';cbe==,;-c--"--,-----,S"' 1 h:-:~-:-~t· 1 -----, Project Name Location Drtller/Equlpment Hammer WelghUDrop Hazelwood Elementary Ground su,face Elevation (ft) _4~1~8~-- Datum NIA Date Start/Finish ~Qc"2!'1:c2c::6-:c/Q:-ilc-::2-:,12:-6:,l:::2:::Q-Q""'4- Hole Diameter (In) --------- Newcastle, WA Bartee 140#/ 30" C: .; 8: to =OJ ...J "iii ~ii ill ~ E-- uo ~ CD DESCRIPTION > Blows/Foot 10 20 30 40 Topsoil -. , lj,gp~e..J@il!.t..llrolll'lill...S.!.I.D'..oo.o.Si!.Nll,..!lrg;IJ:!i<;,. -------_ _J Vashon lodgement TIU Medium dense to dense, moist, gray to yellow-brown, SIL TY SAND, few gravel. -5 t r-10 ,-15 r-20 r-25 r-30 r-35 r-------------------------------- Very lltue gravel 5' to 1 O'. Tukwila Fonnation Dense, moist, brown to blue, SILTY SAND, 114" sandstone fragments weathered . . n;u: ,Ii lt"'I rlrlll at 1? _t;;• • h\i IA .,,. ,.r .. "'""i to 1/.d."_ to 1/2" Bottom of exploration boring at 12 5 feet No ground water/seepage. /' ~ 11---=s-amL-l:ple-r""T"'yp'-e-("'S::cT)'"":----------------------~--'~~-"'--~~-~-~---i 0 ~ [Il .. 2" OD Split Spoon Sampler (SPT) . " [] 3" OD Split Spoon Sampler (D & M) ~ c;;i 0 No Recovery . I] Ring Sample f7l -· .. -. ~ M-Moisture Logged by: MT 41. Waler Level () Approved by: Y W:it,:,r I Q\1,:,\ :::it timi:> l")f ririllinn (ATOl 8 N "' ~ e :i ~ a. <4 i Pl n 0 0: !l Associated Earth Sciences, Inc. Exaloration Loa ~ ~ ~ [!I ~ Project Number I Exploratlon Number Sheet KE03329A EB-40 1 of 1 Project Name l::laz:el:,1,1QQd Eleaumta~ Ground Surface Elevation (ft) ~jz Location t!l!!WC8!l!l!l ':1:1.A Datum llllA 'orlller/Eq ulpment f!Qdl!c Date Start/Finish 02'22104 212212004 lttammer WelghVDrop j40#/ 30" Hole Diameter (In) I I g C: l fo ' l u- ==i 5 :c .8 i1 Blows/Foot c.e ii C. s E ~ >, " T .. <!) "' 0 "' DESCRIPTION (.) 3: a, 10 20 30 40 ! FIii I Organic debris on surface. I I Loose, moist, variable color, blue, gray, brown, sandstone fragments 2• to ,L. 2' boulders. I 5 I I I ,... Vashon Lodgement TIii (Weatherf$ · - Loose to medium dense. wet, light yellow-brown, SIL SAND, with gravel. L 10 ' i Bottom of explorallon boring at 11 feet ' Drib rig could not get past 4' In either lhe original location or the location 5' to the east Backhoe could not excavate through siltstone boulders Moved approxlmtely 20· south and excavated N~ test plt extending lnto adjacenl low area ~ 15 t-20 ~ 25 t-30 t-35 Sampler Type (ST): DJ 2" OD Spill Spoon Sampler (SPT) 0 No Recovery M • Moisture Logged by: MT [] 3" OD Split Spoon Sampler (D & M) U Ring Sample ';J. Water Level () Approved by: "" r71 ... L_, ............ _ "'---•-Y.. Water Level at t'Ime of drillin!=I {ATD} J!l ., {!'. ~ " 5 0 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Associated Earth Sciences, Inc. Exploration Loa l"1lll ~ fJliil ~ ~ f----.P::-ro7je:-:c:;-t '°N-um=-b:-e:-r---r-j-==;!Ec:xp::l'::or°'a;;:Uo="n.:,N;;;u:':m::b:=e:cr=...._-,----,S"he:-e::,t-----J ~ [§E;I ~ l:D lf..til KE03329A EB-41 1 of 1 -----'----------::-::--''-:-c----::--::::---;-;;;:-----j Project Name Location Driller/Equipment Hammer WelghUDrop Hazelwood Elementary Ground Surface Elevation (ft) ~4-0=8 __ _ Datum ~N~/A":::-:::-:-::c-:-:-:=-:-:--:---- Date Start/Finish 02/26/Q4 2/2612004 Hole Diameter (in) ' Newcastle, WA Bartee 140# I 30" Blows/Foot DESCRIPTION Topsoil 10 20 30 40 t i-J-~..JT1..Qilll,.JlarJIJ11J2W..J)...$il, IT Jin!! SA~l2.w9.ili!lc.. ____ -_ --~ Vashon Lodgement TIii r 5 r 10 r-15 r 20 r 25 r 30 r 35 Dense, moist, light yellow brown, SIL TY SAND, little graveL More gravel at 6'. Color change to light brown-gray at 9'. ~-------------------------------Tukwila Formation (weathered) Dense, moist, blue, SANDSTONE, fractured (cuttings= 1/4" to 112" sandstone fragments). Alternates between blue to yellowwbrown at 1' to 2' Intervals. Wet at 22.5'. , ~aturated at 23.5'. \W!:.>lor at ?A.' varv rionco Bottom of exploralion bofing at 24 feet Seepage at 24' f a: "t--'""":=-:'=:;c:':::-c.;:;;:----------------------'----'--'-"---'--'--"---'--'---'-"""1 i Sampler Type (511: "'o []] >< 2" OD Split Spoon Sampler (SPT) (s aJ 3" OD Split Spoon Sampler (D & M) ~ kiiil -. - 0 No Recovery I] Ring Sample M -Moisture 'SJ. Water Level () 17\ C"i..-1~. T .. 1,.,. ... C' ......... 1 ..... .!'.. Water Level at time of drilling (ATO) Logged by; MT Approved by: ~· 1 Associated Earth Sciences, Inc. i~~~~~ Exnloration Loa !Project Name ,Location ,Driller/Equipment I Hammer WelghVDrop Project Number KE03329A Hazelwood Elementary Newcas!le, WA Bartee 140#/ 30" DESCRIPTION I Exploration Number EB-42 Sheet 1 of 1 Ground Surface Elevation (ft) _4~1~2 __ _ Datum .JN':",'/A:':-::-:=-:-::.,..,-=--- Date Start/Finish D2f26lD4 2(26(2004 Hole Diameter (In) --------- Blows/Foot 10 20 30 40 "1 Topsoil • ~e.J11P~t..llw:i\J>ww...ll1J..!YJl@.S~J:l • .arrumlr;.. ________ ..1 Vashon Lodgement Tllt- Medlum dense, wet, light gray-brown, SIL TY SAND with gravel. ~ 5 ~-------------------------------Dense. moist, light gray-brown, SIL TY SAND with gravel. -10 '-15 >-20 ~ 25 >-30 '-35 Dense to very dense below 7 .5' Light gray below 9'. Blue-gray at 15'; more gravel and coarser sand. Moisture Increase to very moist to wet at 17' to 18'. T11lAujln -·• • ~,....,.. .... ti,., ..a .. :111 ....... .,t.f.,.,...,. Bottom of exploration boring at 22.5 reel No ground waler/seepage. I I I I I 11 I I I I I I I I I I I l ~t--::;:-'c-';:=:-=:--;;;;:--------------------'--'-...1-'---:.....1..-1-.....J..._1_-<...-L~· l Sampler Type (ST): !!lo [D ;.s 2" OD Split Spoon Sampler (SPT) g !!) 3" OD Spilt Spoon Sampler (D & M) I 0 No Recovery I] Ring Sample n, •. M • Moisture 41. Water Level () Y l/11,:,ta.-I aual ~t flma nf ririllinn /ATn\ Logged by: MT Approved by: I I I I I I I I I I I I I I I I I I I I g " "' ~ ::, ;;: CJ • ~ 8 "' i Associated Earth Sciences, Inc. Exoloration Loa ~ ii Im ~ ~ Project Number I Exploration Number Sheet KE03329A EB-43 1 of 1 Project Name l::!i!z:elwood Elemeat1101 Ground Surface Elevation (ft) 41Q Location ~!lll>'i;astli:, W b, Datum 11111!. Drlller/Equlpment Boaei; Date Start/Finish · 02126104 212612004 Hammer WeighUDrop 140! l 30" Hole Diameter (In) ' g C: lm l!l "' o- 8 ~ '*--o .5 -Blows/Foot ,5 .r:::.c, =.l!l C. s E c.~ ~~ ~ ~ ~ g (J) .!!l 0 " " T .. ..-,5 0 (J) DESCRIPTION 8 ,S: CD 0 10 20 30 40 Topsoil • l,Lg_o..i,..._m..9~.JiarilJ>rl11/ill...S.ll..IY JIil§ .S~J:!,.llr!lllnl<:.. ________ J Vashon Lodgement Till Dense. mois~ light red-brown, SIL TY SAND with gravel. ,-Dense to very dense, light yellow-brown to gray, SIL TY SANO with gravel. · - -5 i-10 ~Very dense, moist, blue-gray, SILTY SAND with gravel. -· - t-15 .----f..~u.rl!aF---: -.-. .:: .... --::ii:' ;;:;,r,::: Tm~"';.,ii'..:1:.:i:;;; «;.1r,---- Bottom of e,cptoratlon boring at 15.5 feet No ground water/seepage. . ,-20 ~ 25 r---30 . ... 35 Sampler Type (ST): [D 2" OD Split Spoon Sampler (SPT) 0 No Recovery M ~ Moisture Logged by: MT [D 3" OD Spilt Spoon Sampler (D & M) I] Ring Sample sz Water Level () Approved by: liiil ...... _L ""'---•-f7l Cholhu T,,ho. Qomnlo.!: Water Level at time of drilling (ATD) Associated Earth Sciences, Inc. Exoloration Loa mJ ~ ~ [!I~ Project Number I Exploration Number Sheet KE03329A EB-44 1 of 1 Project Name 1::1.iz!l!l/J!QQ!:1 El!lmimtaIY Ground Surface Elevation (ft) ~Qfi Location t:l!ll/J!Q§SII!! W 8 Datum tlllA Driller/Equipment BQrlll!: Date Start/Finish 02126lOA 21261200A Hammer WeighUDrop j40tt l 30" Hole Diameter (in) g .Bo j ]re i 5 is_.C =" sl Blows/Foot 0. s E g! iii " T nl ! I Cl "' ~ Ill DESCRIPTION 10 20 30 40 1 Topsoil • ~e..Jlll)i£1,_jjarltlJ[!1W.Jill.D'JiJJ§.l,~NQ,.l2r9Jllli,;.. ________ .J Vashon Lodgement TIii Medium dense to dense, moist to we~ yellow-brown, SIL TY SAND with gravel. Wet at 4', then moist with depth. -5 Gray and slightly coarser with depth. -10 -15 Wet at 16'. Tukwll• Bottom of exploration boring el 17 5 fe&t Seepage at 4' and 16'. -20 ' -25 ' 1--30 . 1--35 ~ '" l o! <.q i Sampler Type (ST): 8 [D 2" OD Split Spoon Sampler (SPT) 0 No Recovery M -MoisttJre Logged by: MT "' [D 3" OD Split Spoon Sampler (D & M) I) Ring Sample 'SJ. Water Level () Approved by: 0 m i;;;J ... __ ...... ___ ,_ f71 <::;halh11 Tnheo ~::amnleo,? Water Level at time of drilling {ATD) .!!l " ~ } 0 I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I Project Name Hazelwood Elementary Ground Surface Elevation (ft) __::4,.0,.,,3c_ __ Location Newcastle. WA Datum ~Now/A._ _____ _ Driller/Equipment Bartee; Date StarVFinlsh D2t2Z/Q4 2127/2004 Hammer WelghVDrop _1c4t.!Oa,#c.,/c.,3,.,0L"----------------'--Hole Diameter (In) ____ • ----·1-----,-,--~-,--------------------------,-,-,-..-------------.--1 g ~ 5 ~ 10 ._ 15 ,.. 20 ._ 25 ~ 30 -35 "' j DESCRIPTION Fill Medium dense, moist, blue-gray, SANDSTONE, cobbles and small boulders. · --------------------------------Vas hon Lodgement Till Loose to medium dense, wet, light brown to gray, fine to Coarse SAND, trace silt. Dense to very dense below 12'. "'"··'-··"-Fo-a•ion Bottom of exploration boring at 18 feet Seepage at 4'. - Blows/Foot 10 20 30 40 ~\---,-L..L~..L.-,,.b,--------------------------'-..!...J_L--"'-----'--'---'---"---"'--j ;/i Sampler Type (ST): i:i ffi 2" OD Spilt Spoon Sampler (SPT) 0 ~ [l] 3" OD Split Spoon Sampler (0 & M) (:lJ r:, 0 No Recovery I] Ring Sample r7I -. M • Moisture Logged by: MT ¥'. Waler Level () Approved by: W ~ 1111 ... 1,.,~ I ,.,.,,.,.1 ~• tlrn"" nl rlrillinn It. Tn\ Associated Earth Sciences, Inc. Exoloration Loa ~ ~ ~ [!i~ Project Number I Exploration Number Sheet KE03329A EB-46 1 of 1 I Project Name t:ls!11:!allWQQg El!i!al!i!Ola~ Ground Surfar.e Elevation (ft) ~Q4 Location ~f!l!o!S:.eSll!i!, WA Datum llUA Driller/Equipment l;!QcteQ Date Start/Finish 0212110'1 21211200'1 Hammer WeighUDrop l ~!llf I ;3Q" Hole Diameter (In) ' I g "' o-=i }a J!l -o ~i "' ,5 t '5."' Blows/Foot ~ I C. s E e[ ia Iii "' T .. C!) en 8 i iii ,: 0 en DESCRIPTION <.> 15 10 20 30 40 I Vashon Lodgement nu I Medium dense to dense, wet to saturated, light yellow-brown, SILTY flne to medium SANO with fine to medium gravel. f-5 I Dense, coarser, and light gray with depth. I ~ 10 --------------------------------I Tukwila Fonnatlon Dense to very dense, moist to wet, blue-gray sandstone fragments In SILTY SANO material. fragments to 1/4" diameter. I -15 Boltom of exploratJon boring at 14 5 feet No ground water/Sffpage I ~ 20 I I -25 I I ~ 30 I -35 I 8 I ~ ,,; § • ::, I ~ <!! 'f Sampler Type (ST): .li ::! [I) 2" OD Split Spoon Sampler (SPT) 0 No Recovery M • Moisture Logged by: MT 8 I I 0: m 3" OD Split Spoon Sampler (D & M) I] Ring Sample '.i.c Water Level () Approved by: lil ~ lei Grab Samele [7J Shelby ~ube Sample.!. Water Level at time of drtlllng (ATO) ,-----------------------------------------------~ I I I I I I I I I I I I I I I I I I I Associated Earth Sciences, Inc. ~~~fji~ Project Number KE03329A Project Name Location Driller/Equipment Hammer WelghUDrop Hazetwood Elementaiy Newcastle. WA Bartee 140# I 30" DESCRIPTION J Exoloration Loa Exploration Number Sheet 1 of 1 EB-47 Ground Surface Elevation (ft) _ 399.5 Datum ~N=IA"-:-,------ Date StarVFinlsh Q?/?7/Q4 71?7/?QQ4 Hole Diameter Qn) ' Blows/Foot 10 20 30 40 Vashon Lodgement Till Medium dense to dense, moist to we~ brown to light brown-gray, SIL TY SAND with gravel. r 5 ;-10 r 15 ;-20 r 25 -30 -35 Dense to very dense below 5'. Gradual color change to light gray. Color change to blue-gray at 15', wet. Tu1,,,.,n .. - Bottom of exploration boring at 17 feel Possible seepage at 16' to 17' r . ~ l'l---:s'"°a"'m=p71e=r-:;T,-'yp:-:e:-,(;;::S:;,T;:-):-----------------------~-..... ~~-~~-~-~-~-'-I :: [I] :! 2" OD Split Spoon Sampler (SPT) ; ~ :' OD-Split Spoon Sampler (D & M) 0 No Recovery I] Ring Sample M. Moisture :'ij[ Water Level (} r7l .-.L-11. •• ,-.... _ ,... ___ ,_ 'Y W.ih:i,r LBvel at lime of drillina <ATO) Logged by: MT Approved by: I ~ Assocl~ated Ea[mrth Sci~ences,~lnc. Project Number KE03329A I Exnloration Loa Exploration Number EB-48 Sheet 1 of 1 \ Project Name Hazelwood Elementary I Location ..,N,t"e"!w~c~a~s~tle~,~W=A~---------------- Driller/Equlpmenl -'B':'¥ok'rt!i'e'l-c=:;;--------------------I Hammer Weight/Drop _1.i.:4:r.,Oa#ea/"'3..,0.._"----------------- Ground Surface Elevation (ft) _4uP~P._ __ Darum ~N ...... IA:>-:~--:--.--- Date Start/Finish D2t26/Q4 2(26/?QQ4 I §: -q -10 -15 I 'i' 20 I 1 J I T 25 I I I I 3o I ~ 35 .!! I ~ ,,; Hole Diameter (In) DESCRIPTION Advance Outwash Medium dense to dense, wet to sarurated, Ugh! yellow-brown, SIL TY fine SAND with few gravel. ,------------Tukwila Formation ----------- Dense lo very dense, moist, ANDESITE BRECCIA and TUFF, 1/8" to 1/2" dark fragments. Bottom of exploration boring al 10 feet Blows/Foot 10 20 30 40 I I I I I I I ,1 I I I I I I I I I l ~~l~~--------L-~~~~· 'J [ Sampler Type (ST): a [I 8 2" OD Split Spoon Sampler (SPT) [I 3" OD Split Spoon Sampler (D & M) loiJ -' -----·- 0 Na Recovery M ~ Moisture I] Ring Sample SJ_ Water Level () 171 ~ ..... n .... T, ....... c ............ ,.,. .:t Water Level at time of drilling (ATD} Logged by: MT Approved by:· I I I I I I I I I I I I I I I I I I I I Associated Earth Sciences, Inc. Exoloration Loa ~ liil ~ ~ ~~--~P~;~~~~~;~~~r-9~~~r----,1-=~Exp!=.1=ora~E~~~4~~~u~m~b=er=.._-,-----~~h-~-f~\-----, Project Name Location Driller/Equipment Hammer WelghVDrop Hazelwood Elementai:y Newcastle, WA Ground Surface Elevation {ft) _3=8=2 __ _ Datum NIA Bartee 140#/30" Date Start/Finish -'Q::':2:';{~26-::/::Q-:4-,?°'/:::?6-:l::?cQ:-:Q-:-4- Hole Diameter (in} ' ~ 10 ~ 15 ~ 20 r 25 ~ 30 -35 DESCRIPTION Topsoil Loose, moist to wet, dark brown, SIL iY fine SAND, organic r--------------AdvanceOutwash ----------- Dense, moist light brown, GRAVELLY SAND. h .. ··'-·-" • c ... -.. ,1,.... ./ Bottom of exproratlon boring at 3 feet No ground waterJseepage . Blows/Foot 10 20 30 40 2 "!+-~~=-:;,::::::-;;~----------------------'---'--'---L----'---'----L----'---'----'-j ::l Sampler Type (ST): ~o [I) M 2' OD Split Spoon Sampler ($PT) " [D 3' OD Split Spoon Sampler (D & M) i c;:\ v, 111'{ /"!r-,h C:.,.ml"IIO 0 No Recovery M ~ Moisture I) Ring Sample S/. Water Level {) 171 Shelb~ Tube Samole?: Water Level at lime of drilling (ATD) Logged by: MT Approved by: 1 Associated Earth Sciences, Inc. 1 ~ ~ rm ~ rJ PKto~~29~r I Exoloration Loo Exploration Number EB-50 Sheet 1 of 1 I Project Name Hazelwood Elementary I , Location Newcastle. WA Ground Surface Elevation (ft) _,.3.,6,.2 __ _ Datum NIA Driller/Equipment Bartee Hammer WeighUDrop ..,1~4¥.0!t#~/"3"0;;-.,------------------Date Start/Finish -'!Q~27.:12:-:6c,/Q::,4.,-,,2,.,(2"6"t:-::2-.:Q-.:0-:4- Hole Diameter (In) ----·----- Blows/Foot DESCRIPTION 10 20 30 40 Topsoil • ll ~~l'(!l)ia.t.!P !I/QI. .lliul<.l!rQ)l'!l,.S!l,.TY .fin&. SAflll. QISl!IJ!r.~ ___ -_ .J Vashon LOdgement Till Dense, moist, light yellow-brown to !!ght gray, SIL TY SAND with gravel. ~ 5 -10 ,.. Dense, wet, light gray, SIL TY SAND with fine to coarse gravel. - Wet at 13'. Wet at 15'. k\_ ________ .IljTukwillll]i11j;la L!-:ll[J:nali2Q ________ _,,1 Bottom of exploration boring at 16 5 feel 1-30 -35 I I I I I I I I I I I I I I I I ! I l ~f--cs:-a-'-m..Jp:-le:-rT"'yp.._e...,("sT'">:-,-------------------------'--'--'--'---'----''--'--'---'--'-1 i (I] 2" 00 Split Spoon Sampler (SPT) 0 No Recovery M • Moisture Logged by; MT I ; (I] 3" OD Split Spoon Sampler (0 & M) I] Ring Sample '5l. Water Level () Approved by: "' lii1 "~h ~•mnlo 171 Shelbv Tube Samele :f Water Level at time of drtlllng (ATD) I I I I I I I I I I I I I •• I I I I I Associated Earth Sciences, Inc. ~~[ffll!J~ Project Number KE03329A I Exoloration Loa Exploration Number EB-51 Sheet 1 of 1 Project Name Location Driller/Equipment Hammer WeighUDrop Hazelwood Elementary Newcastle, WA Ground Surface Elevation {ft) ~3=66~--. , Datum .JN,.[u,A"c:c.,,,.-,-.,.,..:-:,:-,.,,..,-- Date Start/Finish 02t27/Q4 2[27[2004 Hole Diameter (in) ' Bortec 140# / 30" g ,-5 r 10 ' r 15 r 20 r 25 r 30 r 35 i~ ~· DESCRIPTION Fill Loose, wet to saturated, black, SILTY SAND, few gravel. Loose, wet, yellow-brown, SIL TY SANO, few gravel. Loose, wet, motUed black lo gray, SIL TY SANO with gravel. ,.. Vashon Lodgement Till - Medium dense to dense, wet, yellow-brown to gray, SILTY SAND, fine gravel. ~-----------Tukwila Formation ----------- Bottom of e,cpkration boring at 21 feet Boring relocaled 5' north due IO prior refusat --------- Blows/Foot 10 20 30 40 i § ::if--S-a~m~po-le-,=T~yp_e_(c=Sc=T)c-:-----------------------~-~ .......... -~~-~-~-~~--1 I [D 2" 00 Split Spoon Sampler (SPT) g m 3" OD Split Spoon Sampler (D & M) ~ 151 Gr::th S;::tmnJP. D No Recovery M • Moisture I] Ring Sample 'SI. Water Level () 171 Shelby Tube Sample.!. Water Level at time of drilling (ATD) Logged by: MT Approved by: Associated Earth Sciences, Inc. ml ~ lffl [!i ~ Project Number KE03329A I Exoloration Lon ExploraUon Number EB-52 Sheet 1 of 2 Project Name LocaUon Driller/Equipment Hammer WelghUDrop Hazelwood Elementaey NewcasHe. WA Ground Surface Elevation (ft) ~3~8~2 __ _ Dawm ~N~/~A7==-:--::-c:-::-:-:--- t 5 I I I l 10 I I I l 15 I I I I I '; 20 >' I I 25 I 1 30 J 35 I Date StarUFinish 02(27/04 ?/?7/?004 Hole Diameter (In) Bartee 140# / 30" DESCRIPTION Topsail ~lll'.JllQIS),.Jj'lrll.JltQvm,JlJl. ty Jillll lW:10. .ll/9ila.iG... -__ --__ -~ Vashon Lodgement Till Medium dense ta dense, wet to moist light brown, SIL TY SAND with gravel. Color change at 17' to light gray. Seepage al 23'. Blows/Foot 10 20 30 40 I I I I 11 I I I I I I I I 1. I I I ~I t1 !1 I &,._,_I -=--'""+-=-''---=::,--------------'--'---'-'--'--_..__,__..._~ j 0 ·'..--I Sampler Type (ST): .., [l] 2• OD Split Spoon Sampler (SPT) "' I []] 3" OD Split Spoon Sampler (D & M) ij 151 Grab Samole 0 No Recovery M -Molswre I] Ring Sample 'Z Water Level () !ZJ Shelby Tube Sample:? Water Level at lime of drilling (ATD) Logged by: MT Approved by: I I I I I I I I I I I I I I I I I I I I Associated Earth Sciences, Inc. Exploration Loa m ~ ~ ltiiiJ ~ f----.,.P,-ro7je-c-,-t ;c;N,...um-,b'"'ec:r---,--1-==;!Ex!='p°'l:::or:,,a;;:tio"'ne,N::;:u.:.m;,b.::e::.r ='--.------,S"'he-e-:t------i ~ IE ~ CW! Ldl KE03329A EB-52 2 of 2 Project Name Hazelwood Elementary Location Newcastle, WA Driller/Equipment Bortec Hammer Weight/Drop _1~4~P~#~/~3=0~"----------------- r-45 ,-50 r-55 r-60 ~ 65 r r-70 , 75 DESCRIPTION 1 /8" diameter andesite fragments coming up in cuttings. Bottom of exploration boring at 50 feel Seepge at 23' _ Ground Surface Elevation (ft) ~3,.,.8,.2~-- Datum ... N~t~A'-:o.,-c-c-:--,,.--- Date Start/Finish D2{27ffi4 ?/?7/2QQ4 Hole Diameter (in) ' --------- Blows/Foot 10 20 30 40 $ if--;:S:::a-1::mc!p;:le:-rT:.:y":p::e-;:(S"'T;.;):-: ------------------------'--"-~'---'--'----'---'---'---'--1 ~ 0) 2" OD Split Spoon Sampler (SPT) "' OJ 3" OD Split Spoon Sampler (D & M) i ~ '"'--L ,.. ___ ,_ 0 No Recovery I] Ring Sample M -Moisture 'SI. Water Level () 171 c:1-,,.,11 ... , T,,1-,.,. c:oe1...., ... 1.,,,Y. Water Level at time of dri11ing (ATD) Logged by: MT Approved by: . " -- ' ' i I i I r § - / ' '· ;r· / 1 l ·- ! \ \ \ \ \ \ \ \ \ ' I \ \ I \ \ \ \ \ \ \ \ \ -r--, ·-1 I ... I . t ~=:~ '• ' I I ·,, '• I I . t '\l.--J ) \ ' \ \ ' ' ,-, \ ' \ ' \ ' ' \ I . \ ' ' . l!'..J---f---t ' I l...,_J ,--~ ,, ' , L--J ' ' \ ~ ', i ' \ i ----- '· \ I \ \ \ ' --------------------------------------------------------- ·, \ ~ "·. \ ' \ ' \ \ \ \ \\ \ \ ~\ '. \ \ , ... I \ ' \ \ ·. \ \ ' '·, '· ' I \ \ \ .,,.. \ --- \ ' ' ·- 8 ¥ . ~ ' --- t.i -.s 12 (!) w -I 0:: 0 e> ::, w (!) QI ii: !.: Ill 0 ~ 0 !! z 0 13 w ai i3 z-< II ~ 0 0:: C n. ~ ~ a QI 0:: Cl C ·c 0 .0 C 0 :;:: e! 0 a. ~ 0 C 0 ~ 0 .Q Q) -ca E -~ 0.. 0.. <( '"o • C: Q) ..- I Q) CD ..J w ... ------ I I I I I I I I I I I I I I I I I I I ----------------------------------- .&SIASSCCIATEC Exoloration Loa Project Number I Exploration Number Sheet r EARTH illlllll SCIENCES, INC KE00851G EB-1 1 of 1 Project Name Cacm:lb!lll t:!ill El!lmen!a[ll Ground Surface Elevation (tt) ~!lfl' Location l;l!;l;itll!l, WA Datum Iopagcapblc S11ole¥ Driller/Equipment G"'.ffy Drilling / CME 45C Date Start/Finish j 212!/00 j 212!12000 Hammer WeighUDrop Hole Diameter On) ' 140 / 30• 1n•• g 6 1 "' "' o-l .;; " -o "' ~ ,5 i'S. .c .c =" Blows/Foot /!:. g. s E ~[ ~'E. 2 f-T .. (!) "' 8 " 0 "' ~ iii ,5 DESCRIPTION 10 20 30 40 0 ~ ,.,! \ Tn 6 S-1 Fill? 14 ~21 Medium dense, mois~ motUed brown, SIL TY fine lo coarse SAND wiU1 fine 7 to coarse gravel and trace cobbles. {SM) AblaUonTill f-5 I S-2 Medium dense, very mois~ motUed gray, fine to coarse SANO, litue sill 3 "'" (SM) 5 I ~--------------------------6 ~ 10 Medium dense, moist, gray, lnterbedded SIL TY SAND and SAND wilh silt, S-3 9 r ... wsF...... I 11 ~20 Tukwila Formation Bedrock 9 e-15 S-4 -Y:,"f.. dense, mols~ oxidized brown, SIL TY SANO witil litue fine gravel. 16 01 50/;. - Bottom of exploration boring at 16 feet ,_.. 20 • • >-25 ~ 30 ~ 35 5 0 N '; • • lii ~ ~ .. Sampler Type (ST): C! ii OJ 2" OD Spilt Spoon Sampler (SPT) D No Recovery M -Moisture Logged by: BWG 0 0 m 3" OD Solit Sooon Samnler fD & M\ 11 Annrnv~rl hu· g; Rinn ~~mnli=. " IM'!lf..,~ t ,.,,.,.1 t\ - I I I I I I I I I I I i i J ~ .. "! 1n m Q Q ~ &SIA8SCCIATEC Exploration Loa Project Number I Exploration Number Sheet r EARTH -SCIENCES, INC KE00851G EB-2 1 of 1 Project Name C;;rn12t!ell t:lill El!lrn1:mta~ Ground Surface Elevation (ft) 3!l!;!' Location Seattle, W8 Dal!Jm ~= Driller/Equipment ~;ffifi~0grmiog l CME 15C Date Start/Flnish Hammer WelghUDrop Hole Diameter Qn) 10" g "' .!le _j li .. ~ " fl " !!! Blows/Foot ~ ,5 15. ~9 ~i ar s ~ ~§ .!! 0 ill T (!)(J> .. -,5 0 "' s: a, DESCRIPTION '10 20 30 40 0 ,, ,· ,1 1 S-1 : Fill 2 ..... Loose, molsL dark brown, fine GRAVELLY fine SAND, llttte sill (SM) 4 S·2 Grades to very loose. 1 1 A2 .. Ablation Till 1 -5 Medium dense, moist, gray, SILTY fine to medium SAND. (SM) S-3 3 A13 6 7 ,· -10 Grades to dense. S-4 . 10 ~., 18 23 Tukwila Formation Bedrock ~ 15 Dense, molsL mottled dark brown, SIL TY fine SAND. little gravel. (SM) 5.5 10 A~B 20 1B Bottom of exploration bortng at 16.5 foot ~ 20 -25 >-30 1-35 Sampler Type (ST): m 2" OD Split Spoon Sampler (SPT) D No Recovery Logged by: M • Moisture BWG m .,., ""' c,..,,a c.-... -...... c-........... , ..... ,n o •n 11 Ml--... ___ ,_ t'7 \Al-•--I -··-I 1' 4nnrl'\'1GA ku• I I I I I I I I I I I I I I I I I I I r----- I I I I I I I I I I I I I I I I I I I &SIASSOCIATEC Exnloration Loa Project Number I Exploration Number Sheet 11W ~~EB,INC KE00851G EB-3 1 of 1 Project Name Qamgbgll l::lill Elemeats11¥ Ground Surface Elevation (ft) :l94' Location Sgs1!lle, w 8. Datum ~~pblc S1 l!llel£ Drtller/Equlpment !2regorv Dcilliog I QME ~fiC Date Slart/Finlsh 0, l 212112000 Hammer WeighUOrop 140/30" Hole Diameter (In) <n" g .Eo =I 1 ie 5 U> .. ,5 ~ .c.o ..... ~ Blows/Foot ~ ~i .,_ il' s Ii 3:! I;; 0 ~ " C T ti) "ti) ~ iii ,5 DESCRIPTION 10 20 30 40 0 ~ l' ,1 T s.1 ·.r 3 FIii 3 As ' Loose, moist, brown, SILTY fine SAND, trace gravel and cobbles. (SM) 3 Ablation Till ... 5 Dense, mols~ gray, SILTY fine to coarse SAND, litue gravel. (SM) S·2 7 .!.33 11 22 ,... 10 ::. Dense, moist to very moist, gray, fine SAND, few silt. (SP) S-3 6 A43 16 25 ,_. 15 . S-4 As above. 10 A 7 20 17 Bottom of exploration boring at 16.5 reet ,_. 20 t-25 • -30 ,... 35 8 "' "' L ii ~ ~ .. Sampler Type (ST): "! in ill D Logged by: BWG m 2" OD Split Spoon Sampler (SPT) No Recovery M ~ Moisture 0 0 m 3" OD Solit Sooon Samoler ID & Ml 11 AnnrnvPri hv'. la RlnnS~mnl,:. 'v W~tor I .,.,,.,.1 " I I I I i I I I I I I \ II I ' I I I I \ I I I I I ' i i ] ~ 0. 'l iii 8 ~ &SIASSOCIATECI Exoloration Loa Project Number I Exploration Number Sheet EARTH 118 SCIENCES, INC KE00851G EB-4 1 of 1 Project Name Catm1bell l:lill !;lemea!su:~ Ground Surface Elevation (ft) 3!:11' Location Seiil!le. we, Datum ~!fifo'ff~i'= Driller/Equipment ~~ Ccilliog I QME; !lliQ Date Start/Finish Hammer WeighUDrop Hole Diameter Qn) ,tn11 _4 0" g " ~o _,§ § l ~ " -".o Blows/Foot ~ ,6 ~ !![ ir g. s .!l ~ T ., C)O, " 0 ., ~ "' ,6 DESCRIPTION 10 20 30 40 0 "' .. Ablation Till S-1 Medium dense, moist, gray, SIL TY fine SAND, trace fine gravel. (SM) I 8 "21 9 12 -5 Grades lo dense. S-2 9 ... ,~ 17 19 "' 10 111 Very stiff, moist, gray, fine SANDY SILT. (ML) 5.3 10 A,9 · 13 15 Lodgement TIii -15 vei7i dense, moist, mottled gray, SIL TY fine to coarse SAND with gravel. S-4 14 (S ) 24 52 28 Bottom of exploration boring at 18.5 feet -20 -25 -30 -35 Sampler Type (ST): rn 2" OD Split Spoon Sampler (SPT) D No Recovery M • Moisture Logged by: BWG [I) 3" OD Split Spoon Sampler (D & M) I] Ring Sample "if. Water Level () Approved by: I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -------------------------------------- .& S1AS8CICIATECI Exploration Lon r EARTH ·Project Number I Exploration Number Sheet 11111P SCIENCES, INC KE00851G EB-5 1 of 1 Project Name Qami;ib!lll t:lill Elem!lnta[)! Ground Surface Elevation (ft) ;i~a· LocaHon §eajjl!l, Y!J.8 Datum ~/= Driller/Equipment Grajo!Y Ddlliag 1 QME ~l:iC Dale StarVFinish Hammer WeighUDrop Hole Olameler {in) 1n11 '14 : / :.11• ,___. g " !<a 6 ! l !? " ., ,:: ,, ~ Blows/Foot ,! ,6 } ~[ ~~ fir s f,:E I lu T .. (!)Cl) i'il 0 "' 8 ,6 DESCRIPTION 10 20 30 40 0 ' "" ,1, vi > Ablation Till S-1 Medium dense, moist to very moist, brown, SIL TY fine SANO, little fine 3 •22 gravel. (SM) 8 14 ~ 5 S-2 As above. 10 ,' 11 Aoa 17 ~ 10 Very stiff, moist, gray SILT, some fine sand. (ML) 5.3 7 A 7 12 15 Lodgement TIii ,. 15 S-4 Very dense, moist, gray, SIL TY fine to coarse SANO, some gravel. (SM} 20 0/ 50/ • Bottom of expforalion boring al 16 feet ~ 20 1-25 -30 • ~ 35 0 Q N ';; ~ ~ ij ~ ~ ~ Sampler Type (ST): ~ OJ ·2· 00 Split Spoon Sampler (SPT) D No Recovery M • Moisture Logged by: BWG Q Q [I] 3" OD Spilt Spoon Sampler (D & M) I] il;i Ring Sample '$/. Waler Level () Approved by: --- I i !, 'i I I I I I I\ I I I I I I I I \ I I I I I I I I I I I I I I I I i \ i ~ ~ I I "! ;;; m g a: 0 1- &SIASBCCIATEC Exnloration Loa Project Number l Exploration Number Sheet r E!ARTH IU SCIENCES, INC KE00851G EB-6 1 of 1 Project Name QarnRb!!II !:lill l;J11m11o!a1.11 Ground Surface Elevation (ft) ~QQ' Location Se,i!II!!, W.8 Datum Tnpogcapbic S1u:ve?,£ Driller/Equipment !.:2r~lf0l !:lrillicg l QM!;; 45Q Date Start/Finish :1212ZIOO :1212Zl2000 Hammer WeighVDrop ·140 1 ~o· Hole Diameter Qn) 1 n• ' € "' o-~ J~ .!l " -o 31 ., 5 a. .c .Q ~Q) Blows/Foot ~ Ir s ~ !!~ ~1 !.2 t C T Cl) (!J Cl) ~ Ill 5 DESCRIPTION CJ 10 20 30 40 0 J . "" ' S-1 Ablation TIii 2 6 12 7 Medium dense, moist, gray, SIL TY fine SAND, trace fine gravel. (SM) 5 -5 I S-2 Dense, moist, gray, SIL TY fine to coarse SAND wfU1 gravel. (SM) 9 "•i .. 18 28 .. ~ 10 ] Very stiff, moist, gray SILT, little fine sand. (ML) S-3 6 "'' 7 9 ~ 15 ] : Medium dense, moist, gray, SIL TY fine to coarse SAND, little fine gravel. 5 S-4 (SM) 12 ·~· 16 Bottom of expforaHon boring al 16.5 feet '-20 -25 '-30 ,_ 35 Sampler Type (ST): (]] 2" OD Split Spoon Sampler (SPD 0 No Recovery M • Moisture Logged by: BWG rn 3• OD Split Spoon Sampler (D & M) I) Ring Sample Si'. Water Level n AoDroved bv: I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i "' ~ i ~ ~ .. "! 1;; ~ 0 0 a: ~ .&SIASBDCIATED Exoloration Loa Project Number I Exploration Number Sheet F EARTH 18 SCIENCES, INC KE00851G EB-7 1 of 1 Project Name Cam11be1l 1:!il! E!emealii!Q! Ground Surface Elevation (ft) .39Z' Location Se!;!!;!I~ ltl.8 Dal\lm ~~ Driller/Equipment Gre'1,:y_Qrilliag l CME ~gC Date Start/Finish Hammer Weight/Drop· Hole Diameter Qn) 1 nu 140 30" € .. Jao a 1 l ~ .. ii:" ~:g Blows/Foot ~ 5 a. ..J ii-s fij f! ~ ~i s ~ T C!) O, " 0 "' ;: iii 5 DESCRIPTION 10 20 30 40 0 S-1 Fill 2 A4 2 Very loose, very moist, brown, SIL TY fine SAND with fine gravel. (SM) 2 ... 5 Grades to loose, wet, gray, SILTY fine SAND, lll11e gravel. (SM) S-2 5 6 •10 4 '·' Ablation TIii -10 ] Very dense, moist, gray, SILTY fine to coarse SAND with gravel. (SM) S.3 11 30 56 26 ,-15 Grades to dense. 5-4 8 17 A~s 21 Bottom of exploration boring at 16.S feet -20 >-25 -30 ,.. 35 Sampler Type (ST~ I] 0 No Recovery Logged by: 2" OD Split Spoon Sampler (SPT) M • Moislure BWG m 3" OD Split Spoon Sampler (D & M) I] Ring Sample 5.1'. Water Level () Approved by: - I ' I I I I I I \ I I I ! I ' I I I I I I I .&SIASSCCIATEC Exoloration Loa Project Number I Exploration Number Sheet · C BARTH · .. SCIENCES, INC KE00851G EB-8 . 1 of 1 Project Name Cami;itlii!l l:jil! Eliimiia!!l!~ Ground Surface Elevation (ft) ~!18' Location S11a!1I!!, '!)18 Datum ~~= DrilledEqulpment fJ 6ffl;I2cilliog I CME 45C Date Start/Finish Hammer Welg~UDrcp Hele Diameter (In) "'" g .. .ll 'll !i 'ii • ~ ! .c., i~ ., lQ Blows/Foot /!! ,5 ~~ ... !! Ir s ~ ci ~ _g lil 0 T ti) <.!)"' ~ ;;: a, ,5 DESCRIPTION 10 20 30 40 0 S-1 Fill 2 A3 " 2 Very loose, very moist to wet, dark brown, SIL TY fine SAND, trace wood. 1 (SM) Ablation TIii ~ 5 Medium dense. moist, mettled brown, SIL TY flne SAND, little gravel. (SM) S-2 7 A2 10 15 ~-------------------------- '-10 t: S-3 No Recovery. No samples recovered. Probably Tukwila FormatJon bedrock. or.. !).50J:i- -15 S-4 Ne Recove-·. Probable bedrock. ox' lll-50/!. Bottom of exploraUon boring et 15 feet ~ 20 '-25 '-30 '-35 iL r· , , .. Sampler Type (ST): "' 1ii OJ 0 No Recovery m 2" OD Split Spoon Sampler (SPT) M • Moisture Legged by: BWG 8 0: m 3" OD Spilt Spoon Sampler (D & M) I] Ring Sample .Ii'. Waler Level () Approved by: ~ - I I I I I I I I I I I I I I I I I I I I ., I &SIASSCCIATEC Project Number r: EARTH SCIENCES, INC KE00851G Project Name CarnRb!!ll l::lill !:l!!rn!lnta~ Location Exploration Loa I Exploration Number Sheet EB-9 1 of 1 . Ground Surface Elevation (ft) 3!!1' I Seatll!! WA Datum .t=~~~-Drtller/Equlpment ~C!!ffi Qrilliog l QM!: 4liQ Date Start/Finish Hammer WelghUOrop Hole Diameter (In) 140 O" . .,,. I I I g .. -9:o 5 ! l .'!l "' .. .c: "' ~ Blows/Foot {!!. = a. = .. s !ij ~~ "o ~ ti} s: g .!! Iii C T en c, en ~ iii = DESCRIPTION (.) 10 20 30 40 0 ' ' ' ·1 8 S-1 Fill 6 A13 Medium dense, moist brown, SIL TY fine to coarse SAND, few fine gravel. 7 (SM) Topsoil (cuttings) I -5 Loose, very moist dark brown. SIL TY fine SAND with little gravel and trace S-2 •· 3 wood. (SM) 3 ' 9 6 I I .. AblatlonTIII ~ 10 Very stiff, moist, tan SILT, little fine sand. (ML) S-3 5 A23 9 14 I -15 Grades to hard, gray. S-4 6 12 •30 18 I Bottom of exploration boring at 18.5 feet I 1-20 I ~ 25 I I 1-30 I . I ~ 35 ii N I "' ~ ! ~ I .. Sampler Type (ST): "' ;;; [D 0 No Recovery m 2" OD Split Spoon Sampler (SPT) M. Moisture Logged by: BWG a a " [I] 3• OD Split Spoon Sampler (D & M) I] Ring Sample oil. Water Level n Aooroved bv: !2 !· f t ! I . ,t .. ~L-, , f f : .. i t I -I I 'S 'S 'S I I I j f l l ,. " , : 'I :I . :,__: .. . ' '.o • • r-, --... .. I I m m ~ I I L_J !.. . ,, \h _ r .rj~-1 ~.L .1 ; ' I .1.i.11.1.: !. l ; .. ~ .. ) .. [ . ' ' .. NOllVlilstNll'IOV . : r-1• --, ___ ......... ••. I i I -------, I I I I I :iii. ;r I ______ J I rr=-- .__...,..,_ ... --.:o11 I m .... ___ ..J N-1=--=-:-==-=-==-=.---=--==i~ m~ : D ·' , '(/Ju11a xaj li1111d•lf I . . '.. 1----.,----f-' ·.J~«D~t. .-,:"!. (ij. ,' ' -IBP'· .• ------------- .J 0 0 :c 0 u, it I :e z "' ~ 2 Sl w Cl c:; r!? I ! ::c u, 0 ci I z I :.! ... .,.. li~I ma:ff a: 1 u D Z -w ft ~ m fi:cU o .. z UJ a:!!! ~c(U .... wm C ------ I I I I I I I I I I I I I I I I I I I HAND EXPLORATION HOLE NUMBER EH-1 SEDIMENT DESCRIPTION 0 2" Sod. . Medium dense, dry, silty, fine to medium,sand. (Fill) 6"- . Dense, dry to damp, gray, silty, fine to medium sand with some gravel. (Lodgement Till) 12" -- BOH@ 12" Note: No seepage; no caving. . - NUMBER SEDIMENT DESCRIPTION 0 . - - . - Subsurface conditions depicted represent our obaervatlona at the time and locaHon ol tl1l8 exploratory hole, mocllled by geologtc Interpretation. engineering analysls, and judgment. They are not necessartly representative ol othtif times and locatlona. We wB1 not accept responalbltly for the use or lnterprataHon by others of Information presented ~ this log. G93192A 9/93 ~p[M Sierra Heights School Renton, Washington ~ASSCCIATEC EARTH SCIENCES, INC r--~------------1 \ EXPLORATION BORING LOG :: I :: w ... .... Q. Q. :! w SEDIMENT DESCRIPTION Q"' §w 0~ EB-1 STAll>ARO PENERATION RESISTANCE Blows/Foot I ~ i I 1:--<ll-+-1-....:.i----------------1---+"'--.;;;.....f---1 ... 0 __ 2.,.o ___ a .. 0 __ 4.,.o __ -1 1 Q < !; s: ell ,_ ,_ Damp, gray /light brown, fine to metium sand with some silt. (Fill) • I ,_ I - DaJp, gray, silty, fine sadd with some gravel. Till) I I I BOH@ Note: I I I I 9' No seepage. to medium (Lodgement -5 --- -10 --,_ ,_ ,__ ,_ ... ..... ------,__ ,_ I- ,_ ,_ ,__ - - -- I I 6" I S" I I i---t---t---+--+----11 I I I I I Sub8urface condltikns depicted r-esenl our observations at the time and location of this exploraiory hole, modified l,v geologic interpretation, ensbteering analysis, and judgment. They are not necessarily representative of other times and locations. We wm not accept responsibffity for the use or interprelatlon l,v others of information presented' on this log. · I I Silrra Heights School ReJton, Washington ~ 1-' --G-93_1_92_A_...J.._ __ 91_9_3 __ i...(=.:)~/..&:.)_.,H,=::::::--11 ASSOCIATED . EARTH SCIENCES, INC I I I I I I I I I I I I I I I I I I I I I EXPLORATION BORING LOG EB-2 :i: :i: w Qa: STANDARD PENERATION RESISTANCE Q. (II I-... §w < 0 SEDIMENT DESCRIPTION Q. Q. Blows/foot a: (II w :; 0~ <!! :::, Q < ~;;= "' 10 20 30 40 -Damp, brown, fine to medium sand -with some silt and gravel. (Fill) ... I -s I Damp, gray, fine to medium sand 73 · with some silt and gravel. (Lodge-... ment Till) ... -I 79 ' BOH@ 9' -10 Note: No seepage. ... - -... -... .... ... -- ' ---.... 1--... .... ... ---. --... SUbsurface conditions depicted represent our observations al the tbne and location of !his exploratory hole, modified i.., geologic interpretation, engineering analysis, and judgment. They are not necessarily representative of other times and locations. We wiB not accept responstbility for the use ar interpretation l:J'j' others of information presented· on this tog.· ....,,........ -G93192A 9/93 ( ~) Si~rra Heights School __; ,,,-' I , Renton, Washington AE ASSOCIATED . EARTH SCIENCES, INC EXPLORATION BORING LOG EB-3 ' :c I :c w Qa: STAM>ARD PENERATION RESISTANCE (II ..J Q. !;l I .. Q. Jw Blows/Foot < SEDIMENT DESCRIPTION Q. ::s ott a: ::::, w < C, Q ., I§.: 10 . 20 30 40 ' I Damp; brown, silty, fine to medium - sand/with some gravel. (Fill) --I a 31 Dampl gray, _silty, fine - -s I to medium 6" ' sand/ with some gravel. (Lodgement - Till•) .... ' I I .... 411 ~ BOH /@ 9' 10 No -Note: seepage. I ,-. I .... .... I - I -I -' I - I - I -I -I I .... ' I .... I ..... I I .... -.... ,-. I .... I I - i - I - I - - I - ' Subsurface condltlons depicted represent our obse<vatlans al the time and location of this exploraiory hole, modified tr/ geologic interpretation, engineering analysis, and judgment. They are not necessarily representative of other times and locations. We will not accept responsibUlty for the use or interpretation tr/ others of information presented' on this log. I I r ) G93192A 9/93 C'\ .0~1) i ?ierra Heights School Renton, Washington Ai ASSOCIATED . I I EARTH SCIENCES, INC I I I I I I I I I I I I I I I I I •• I I I I I I I I I I I I I I I I I I I I I EXPLORATION BORING LOG EB-t, SEDIMENT DESCRIPTION Damp, gray, silty, fine sand with some gravel. Till) BOH @ 6!' Note: No seepage. to medium (Lodgement :c ... a.. LIJ 0 .... .... -I - -5\ --.... .... ...._ 10 ,_ .... --...._ .... -.... ,_ -.... ,- ---.... .... .... .... -,_ .... -- LIJ occ .., !w a.. ::; 0 !;: < a:;: en (!I 10 20 30 I ~ 40 Subsuriace conditions depicted rapresent our observ.>tions at the time and.location of this exploratory hole, modified bv geologic interpretation, engineering analysis, and judgment. They are not necessarily representative of other limes and locations. We wm not accept responsibt'Jlty for the use or Interpretation bv others of Information presented' on this log. G93192A 9/93 78 S" , Sierra Heights School Renton, Washington ASSOCIATED EARTH SCIENCES, INC .. ...-----.------------;.__---I EXPLORATION BORING LOG if < a: Cl SEDIMENT DESCRIPTION Moisf , gray /brown,, fine to medium sandl. (Fill) I I I Damp', gray, silty, fine to medium sand' with some gravel. (Lodgement Til]) I I BOH/@ 9' Note: No seepage. I * =/pounding on a rock. No N value recorded. I I I I I I I I I :z: I- Q. w Q -- ----- -..... .... '-- .... 1--- .... .... .... L- I-- .... L- L- L- '--- L- ,_ .... .... I-- ._ .... '-- '- 5 10 w Qa: ... Q. §w ::;; 0~ < fj 11:: "' I I 1* EB-5 STANDARO PENERATION RESISTANCE Blows/Foot 10 20 30 40 .. 4 II '----'---.1.---'---'----'---- I I I I I I I I I I I I I • Subsurface conditions depicted represent our observations at the time and location of this explomtory hole, modified by geologic I Interpretation, e1/gi11eer&,g analysis, and judgmenL They are not neceswily_ representatlv& of other times and locations. We will not accept responsibiRty for the use or interpretation by others of information p,esenledlon this log. .. · . I I I I ~ierra Heights School Renton, Washington i I I I 1-_:G:_:,9_:31:._:9,:2A:_J__:.:_9/.:_93~-~~~~~~~2..._1· ASSOCIATED . EARTH SCIENCES, INC I I -- ,. /, ,, ,, \ / I ; ' I ' , \ / ' I I ; I ; ' I ' , I ; ' , ' , I ; I ; I , \ / ' ; I ; I ; ' _, \ ... --.,.-,, --; \ .,...-I \ ...... I I .,.,,." , I _..,,. / \ ----I I ,...,...-11 I ~--I \ ,..,..""' I \ _ ...... -_ ... .,, ...... ----/,,'. \ ......... -_...... A\ 'r.... / '.-:. I , ' , I ; I / I ; I ; I ; I ; I ; I / I , I ; I ; \ / I ; I ; I ; I ; ' , I / I , ' , I ; I , \ / ' , I ; I ; I , \ / I , I ; y /\ I \ / ; I , / '/ ";: '· a,' , ; ; I , , , , , , , , I I .. >·ar ·'·, .... , ,· , , , , , . , .... .:. ' · ... \· ' ' I I I I ' ,;,\ I ··1· ,· \ I I \· :\' \ I .. ' -,. --~\: \•.•' . "'\'· ··\ . ' ' ' .\! ,·• ·11111 , .. ._ .... :t .::t· .... ..... l I 'Z~ , I I I I I I I I I I I I , I I ' , I ' I , ' ' ' I I I I I ' I I I I ' I I I I I I I ' ' ' I I I I I I , ' I I \ \ \ I \ l \ ' ' ' l o· ";' fri 11111·'"' \ I \ I I \ I I I I I \ I I \ I \ ,/\ ) ,/ ' , , ' , , ' \ l \ \ ' \ ,,.,, ; , ... ~. ·"'" \ I / .....-, l <' ' .' I I r------·., I ... ---1--·-~-' ..... ci. .. w ' ' ' I •·:,: I I I l , ,...,,. ... --.... ---... , ... _ -' ., ,,. ... ----.._, ' I --/' ,, ... .,.. .... , '< ~ ...... -"". ... · . ,; ', ',, I J..,. tir1 ' ' ,I ......... -, '.., ''(' .,.... I ', _",,,: ... -/ ------- )' \ ~ / J I , ,/ I I ) L------·-1 r .-1- \ I I .,. ,.,... \ "'------·--...l \_ .. .,.......... I \ ... -·"'1 ) ........... "' \ ,' .,.---, / .,.,.. I ) ./' .,..,...--""' I I _.r.. I ' j ...... , \ \ \ .. -_::.~ -../ I i ..... -)" ', I "' I ...... Y I \ \ ~.-I I I ......... I I I l .,,.,,... r-------·\ / \ I \ / I _ ... ---~ , ... ___ ... , \ - ' ' l I l ' : ,, ------ jif: N N .,: iii en w "' Sl "' M ::, w 0 ~ N (!) ~ ~ u: 0 "' Iii d ~ w z u. -; 0 0:: a. 0 u I = ,... ci, ' Cl.I m is .. ' ,. ·o rJ) bl .i:: ..J ~ . Ill :r ~ .,: .,, w J!l (.) <U z -~ w <J 0:: 0 [I] w "' u. < w "' --- I I I I I I I I I I I I I I I I I I I g 1 - 2 - 3 - 4 - 5 - 6 - 7 - 8 - LOG OF EXPLORATION PIT NO. EP-1 This log Is part of the report prepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be read together with that report for complete interpretation. This summary applies only to the location of this trench at the time of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are a simplficatlon of actual conditions encountered. DESCRIPTION Topsoil Weathered Vashon Lodgement Till Medium dense, moist, mottled gray and brown, fine to coarse SAND, with silt, little fine to coarse gravel; no stratification or structure (SM). Vashon Lodgement Till/ Vashon Advance Outwash Transitional Sediments Dense,_ moist, brown, fine to coarse SAND, with fine to coarse gravel, few silt; no slratification (SW). Very dense, moist, mottled gray, fine to coarse SAND, with silt, little fine to coarse gravel; no 9 -stratification or structure (SM). 10 - 11 - 12 - 13 - 14 - 15 - 16 - 17 - 18 - 19 - Bottom of exploration pit at depth 10.5 feet No seepage. No caving. . .. ij---1!fr------------------------------------:'! __________________________________________ _ I Logged by: BWG Approved by: Tiffany Park Site Renton, WA Associated Earth Sciences, Inc. Project No. KE120359A 9/6/12 I ! I 1· I I I I I ___________ __.I g i Q) 0 LOG OF EXPLORATION PIT NO. EP-2 This log is part of the report prepared by Associated Earth Sciences, Inc. (AES/) tor the named project and should be read toge!Mer with that report for complete Interpretation. This summary applies only to 1he /ocalion of this trench at the time of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are a simplflcatlon of actual conditions encountered. DESCRIPTION Topsoil Weal ered Vashon Lodgement Till I I 2 Medium dense, moist, light brown, fine SAND, with silt, few fine gravel; no stratification or structure (SM). I I I \ I \ I I 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 Vashon Lodgement TIii Vashon Advance Outwash Transition Sediments Dense grading to very dense, very moist, mottled gray grading to gray, fine to coarse SAND, with silt, little fine gravel (SM); pockets of gray, fine to medium SAND, few silt (SP). Bottom of exploration pit at depth 10.5 feet No seepage. No caving. I I I I ~-+\~19)------------------------• ~ I i · I ! I i I r I Logged by: BWG Approved by: Tiffany Park Site Renton, WA Associated Earth Sciences, Inc. I Project No. KE120359A I 9/6/12 I I I I I I I I I I I I I I I I I I I LOG OF EXPLORATION PIT NO. EP-3 g This log is part of the report r\'repared by Associated Earth Sciences, Inc. (AES!) for the named Rroject and should be .c: read together with that repo for comnlete interpretation. This summary agj:?Hes only to the loca Ion of this trench at the a. Q> time of excavation. Subsurface condi Ions may change at this location wit the passage of time. The data presented are Cl a simplflcatlon of actual conditions encountered. . DESCRIPTION Topsoil 1 - Weathered Vashon Lodgement Till 2 -Medium dense, moist, light brown, fine SAND, with silt, few fine gravel; no stratification or structure (SM). 3 - 4 - Vashon Lodgement Till Dense grading to very dense, very moist, gray, fine to coarse SAND, with silt, few fine gravel; no 5 - stratification or structure (SM). 6 - 7 - 8 - 9 - 10 11 - Bottom of exploration pit at depth 10 feet No seepage. No caving. 12 - 13 - 14 - 15 - 16 - 17 - 18 - 191 N ~--12&---------------------------------------- :! I ~ ~ ~ Logged by: BWG Approved by: Tiffany Park Site Renton, WA Associated Earth Sciences, Inc. ~~~~~ Project No. KE120359A 9/6/12 I I \ I I I I I ------------------------------------------- LOG OF EXPLORATION PIT NO. EP-4 This log is part of the report prepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be read tqgelher with that report for complete Interpretation. This summal)' applies only to the location of this trench at the time of excavation. Subsurface conditions may change at this location with th8 passage of time. The data presented are a slmplflcatlon of actual con~lllons encountered. I I DESCRIPTION I I l----+-----------~-=--------------1---Topsoll I I I \ I II 1. I 1 2 3 4 5 6 7 8 9 I 10 \ 11 I I 12 13 I I 14 I 1s I I 16 I \ 17 \ 1e I 1119 Weathered Vashon Lodgement Till Medium dense, moist, reddish brown, fine to medium SAND, with silt, few fine gravel; no stratif(cation or structure (SM). . Vashon Lodgement Till Dense grading to very dense, moist, gray, fine to coarse SAND, with silt, few fine gravel; no stratification or structure (SM). Bottom of exploration pit al depth 10.5 feet No seepage. No caving. I I I I I I I ~~fl--~~~~~~~~~~~~~~~~~~~~~~~~~ lii I I :!_ I I I i Logged by: BWG I " 1pproved by: Tiffany Park Site Renton, WA Associated Earth Sciences, Inc. Project No. KE120359A Q/~/1') I I I I I I I I I I I I I I I I I I I I I 1 - 2 - 3 - LOG OF EXPLORATION PIT NO. EP-5 This log is part of the report prepared by Associated Earth Sciences, Inc. (AESI) for lhe named project and should be read togelher with lhal report for complete Interpretation. This summary applies only to the location of this trench at the time of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are a slmplfication of actual conditions encountered. DESCRIPTION Topsoil Weathered Vashon Lodgement Till Medium dense, moist, mottled brown, fine to medium SAND, with silt, fewfjne gravel; no stratification or structure (SM). 4-l-------------~------=-------------Vashon Lodgement Till Dense grading to very dense, very moist, mottled gray, fine to coarse SAND, with silt (SM). 5 - 6 - 7 - 8 - 9 - 10 - 11 - 12 - 13 - 14 - 15 - 16 - 17 - 18 - 19 - Bollom of exploration pit at depth t 0.5 feet No seepage. No caving. N g--1:!6------------------------------------------~------------------------------Tiffany Park Site Logged by: BWG Aooroved bv: Renton, WA Associated Earth Sciences, Inc. Project No. KE120359A ll/n/1? . . l I I I I '1 I I I I I I I I I I I i I ------------------------------------------- 1 2 3 LOG OF EXPLORATION PIT NO. -EP-6 This log Is part of the report prepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be read toget~er with thet report for complete Interpretation. This summary applies only to the location of this trench at the time of excavation. Subsurface conditions may change at this loca!lon with the passage of time. The data presented are a simplftcatlon of actual conditions encountered. DESCRIPTION Topsoll Weathered Vashon Lodgement Till Medium dense, moist, mottled brown, fine to coarse SANO, with slit, little fine to coarse gravel; no stratification or structure (SM). I \ 4 5 Vashon Lodgement Till Dense grading to very dense, very moist to wet, mottled gray grading to gray, fine to coarse SAND, with silt, little fine to coarse gravel; no stratification or structure (SM). I I I I I I I I I I I I I I I I I I I ! 6 7 8 9 10 11 12 13 14 15 16 17 18 19 Bottom of exploration pit at depth 10 feet Weak seepage zones below 8 feet. No caving. I I g-H:>e-----------------------------------------N :!-+------------------------------------------ \ !.: Tiffany Park Site I ,,, 1 Renton, WA « I i 1 1 Logged by: BWG .., \ Approved by: Associated Earth Sciences, Inc. Project No. KE120359A I 9/6/12 I I I I I I I I I I I I I I I I I N ~ :! I • i i " ii: I "1 m ~ a :, " 1 - LOG OF EXPLORATION PIT NO. EP-7 This log Is part of the report prepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be read tqgetlier with that report for complete interpretation. This summary applies only to the location of this trench at the time of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are a simplficatlon of actual conditions encountered. DESCRIPTION Topsoil Weathered Vashon Lodgement Till 2 -Medium dense, moist, light brown, fine SAND, with silt, few fine gravel; no stratification or structure ~~-. 3 - 4 - 5 - 6 - 7 - 8 - 9 - 11 - 12 - 13 - 14 - 15 - 16 - 17 - 181 191 Vashon Lodgement Till Dense grading to very dense, very moist, m_ottled gray grading to gray, fine to coarse SAND, with silt, little fine gravel, trace coarse gravel and cobbles, one boulder; no stratification or structure (SM). Bottom of exploration pit at depth 10 feet No seepage. No caving. Tiffany Park Site Renton, WA Associated Earth Sciences, Inc. Logged by: BWG Approved by: Project No. KE120359A 9/6/12 I I I I I I I __________ ____;. I I I I I \ I I I I I I I I I 1 I I \ I I I I I I N I 0 N :!! ] E ! • "' ~ ~ " Ill ~ ~ \ I I 1 2 3 LOG OF EXPLORATION PIT NO. EP-8 This log Is part of the report prepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be read togellier with that report for comolete interpretation. This summary applies only to the location of lhis trench at the time of excavation, Subsurface condiflons may change at this location with.the passage of time. The data presented are a simplflcatlon of actual conditions encountered. DESCRIPTION Topsoil Weathered Vashon Lodgement Till Medium dense, very moist, reddish brown, fine to medium SAND, with silt, few fine to coarse gravel; no stratification or structure (SM). 4 -t--------------v"a-s7h_o_n7L-o-.dg_e_m_e-n""'"t""T'""lllr------------- Dense grading to very dense, very moist, mottled gray, fine to coarse SAND, with silt, little fine to coarse gravel, trace cobbles; no stratification or structure (SM). 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 Bottom of exploration pit at depth 10 feet No seepage. No caving. I I I I ,>!}-------------• Tiffany Park Site Renton, WA Associated Earth Sciences, Inc. I I Logged by: BWG Project No. KE120359A I Q/fl;/1? I Approved by: I, I I I I I I I I I I I I I I I I I I I I 1 - 2 - 3 - 4 5 - 6 - 7 - 8 - 9 10 - 11 - 12 - 13 - 14 - 15 - 16 - 17 - 18 - 19 - LOG OF EXPLORATION PIT NO. EP-9 This log is part of the report prepared by Associated Earth Sciences, Inc. (AES!) for the named project and should be read togettter with that report for complete Interpretation. This summary applies only to the location of this trench at the time of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are a slmplflcalion of actual conditions encountered. DESCRIPTION Topsoil Weathered Vashon Lodgement Till Medium dense, moist, mottled brown, fine to medium SAND, with silt; no stratification or structure (SM). Vashon Lodgement Till Dense grading to very dense, very moist, mottled gray, fine to coarse SAND, with silt, little fine to coarse gravel, trace cobbles and boulders; no stratification or structure (SM). Bottom of exploration pit at depth 9 feet No seepage. No caving. "' ~---2;6-------------------------------------~-------------------------------------------Tiff any Park Site Renton, WA Logged by: BWG Approved by: Associated Earth Sciences, Inc. Project No. KE120359A 9/6/12 I I I I I I I I I I I I I __________ __.I LOG OF EXPLORATION PIT NO. EP-10 This log is part of the report prepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be read together with that report for complete interpretation. This summary applies only to the location of this trench at the time of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are a simplfication of actual conditions encountered. DESCRIPTION Topsoil I I 1 2 3 I I II I I I I i I I I I I I ·1 I I I I I I I I I I I I I I I Weathered Vashon Lodgement Till Medium dense, moist, light brown, fine SAND, with silt, trace fine gravel; no stratification or structure (SM). 4 -+-------------·v"'a_s,..h_o_n..,.L-o'dg_e_m_e_n..,.t=T,.,,ill~------------ Dense grading to very dense, moist, mottled gray, fine to coarse SAND, with silt, few fine to coarse gravel; no stratification or structure (SM). 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 Bottom of exploration pit at depth 8 feat No seepage. No caving. I I --+---£6-------------• N I 0 N ':! .1i li ~ "' o' :;] i!! 0 \'.:! "' \ II I \ Logged by: BWG \ Approved by: Tiffany Park Site Renton, WA Associated Earth Sciences, Inc. I Project No. KE120359A I 9/6/12 I I I I I I I I I I I I I I I I I I I 1 - LOG OF EXPLORATION PIT NO. EP-11 This log is part of the report prepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be read together with that report for complete Interpretation. This summary applies only to the location of this trench at the time of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are a simplflcation of actual conditions encountered. DESCRIPTION Topsoil 1-------------~~~-~~~~---~=,,..-------------Weathered Vashon Lodgement Till 2 3 - 4 5 - 6 - 7 - 8 - 9 - 10 - 11 - 12 - 13 .. 14 - 15 - 16 - 17 - Medium dense, moist, light brown, fine SAND, with silt, trace fine gravel; no stratification or structure (SM). Vashon Lodgement Till Dense grading to very dense, very moist, mottled gray, fine to medium SAND, with silt, few fine to coarse gravel, trace cobbles; no stratification or structure (SM). Bottom of exploration pit at depth 8.5 feet No seepage. No caving. :: ~ i---'AA-----------------------------------------:;------------------------------------------- Logged by: BWG Approved by: Tiffany Park Site Renton, WA Associated Earth Sciences, Inc. -~~[ml~ Project No. KE120359A 9/6/12 \ \ I I \ I I LOG OF EXPLORATION PIT NO. EP-12 This log ls part of the report prepared by Associated Earth Sciences, Inc. (AESI) for the named project end should be read together with that reJ)Qft for ccmolete Interpretation. This summary applies only to the location of this trench at the time of excavation. Subsurface condttions may change at this location with the passage of time. The data presented are a slmpmcation of actual ccndltlons anccuntered. I ' DESCRIPTION I lf----1-----------------=--,,-------------------+-~ 1 Topsoil I I I Weathered Vashon Lodgement Till 2 I 3 4 Medium dense, moist, light brown, fine SAND, with silt, trace fine gravel; no stratification or structure (SM). Vashon Lodgement TIii ' \ I I I I 5 6 7 8 9 I. ;: I I I I I 13 14 I 15 I I \ 16 Dense grading to very dense, moist, mottled brown and gray grading to gray, fine to coarse SAND, with silt, few fine gravel; no stratification or structure (SM). Bottom of exploration pit al depth 10 feat No seepage. No caving. I I I 17 I 18 I I 19 ~~\)--~~~~~~~~~~~~~~~• ~-1----------T-iff_a_n_y_P_a-rk-S-it_e _________ _ I \ Renton, WA I ~ I Iii Associated Earth Sciences, Inc. Project No. KE120359A I ~ Logged by: BWG g 1 \Approvedby: 111:~I Ii! fal m 9/6/12 I ---·-----i----------- I ,,; ~ ti c,' .:j1 /Bo ... ,It' ' / -·, ..:,: I ,.,,. ' ' \ I 71/0 ·, ' \ ' ' ' I ' ' ' ' I \ ' \ ' \ ' ' ' ' ' ', \ \ I •, ' \ I I I \ I I I ' ' ' I I ' I \ ' I I I I I I r \ \ ' ' > '"'? I I I I ' I I N .. 1i' I ' ...... -&. ... : "-- ;/i '11(3~ lf!li <f,;o' "' ! '-. S. 23rd Street EB-9 0\ (' PROPOSED PARKING I ~ "'-....j fa~ob{ ' ~I EB-4 I • ... ,, "' . 1 '',,, / ~;;0~, ... , y EB-8 , '/~ ~<, \, I Coi,,.. '41'~0 "r "--/ • I ' . • ,., p ... ~ .... A I I ,_ , ' , i4,, .. ..., / '°~o.o0 :"-. "-. ,!~~.,, , 4{/".,,, 1 I "'~t~~,l'~o·· />,... " EB-13 "".Jr',, St;,-'~ 1 C 4~~4 I ,.._ ..... ,..-,4 i 1 ! · ""-.._~ , Ri I 'i -' L, I ' i / -',.--, I / I' ,_-PL> I '/ \ I "TOp EB11 I I I ; . .1/J-~~ 0,r~O • J I I , r:: "'>c I '1il. -4~~ I \ "-4 -I I ,, " EB-12 \ 1 ·' ',, I " EB-14\ <9/~ • 1' I ' \ '; '1. -' ' ' ---', >-,,"" ........... 4.,. i.l'~ ~Q /'. , , , '' : '' "'o,i/'1<< / , , ' I ' I I 1, I r , 210 .... -....... ----, '-..; ', ~ , . ,,' \ ' '' ' , ' EB 10 ' ' ', ', , , - i \ , .........._, r ''' '( \• ' ' LEG5NO ' ' \ ' ' .. 'lo ' ' ', EB-1 8 Approximate locatlon of exploration boring 0 ' ' , ' .. ... 0 \ " , .._____,_ -\ "' , ' I ' , I \ { ' ' NORTH 100 ' .. .. 0 ~ i 200 \ ,, I I "' g \ .. ... 0 .,r:, ~..,o~{. c-:,• ~'.~0· ' FIGURE 1: SITE AND EXPLORATION PL, TALBOT HILL ELEMENTARY SCHOOL RENOVATION RENTON, WASHINGTON PROJECT NO. G96095A MAY 1996 ' SCALE IN FEET REFERENCE: T.C.A. INC, SURVEYORS-ENGINEERS-DEVELOPMENT CONSULTANTS' "TALBOT HILL ELEMENTARY TOPOGRAPHIC SURVEY", DATED 1oj23/95. Ji:.SI ASSOCIATED EARTH SCIENCES, INC I I I I I I I I I I I Number EB-1 EXPLORATION BORING LOG SEDIMENT DESCRIPTION b: w Cl c· z 0::: ::>W 0 t;i: ffis {MOlsture STANDARD PENETRATION RESISTANCE Blows/Foot Conlan\%) 10 20 30 40 t-------------------+---+-..;..;=4-.....;::.......:;::.......::;::.......;;.::..--1 ~~~t:: Moist, gray-brown, silty SAND with gravel and occasional cobbles. (Fill) Moist, brown and gray, weathered SANDSTONE/ SILTSTONE. (Bedrock) - ,-.. 5 I- -10 t-------------------1 BOH@ 10-1/2' Note: Bedding plane approximately 45 degrees to horizontal. I- >--15 I- - -20 I I I 35 ... ' ,;, ' ' -· •.. ,f' 50/4" 50/5" I 'i < I ----------.. ·--·· . .... ·-.,. ... -, • I·· ....... , I- ·i,.:..· ....... _ .. I I I I I I I <-25 >--30 I- I- Subsurface conditions depleted represent our obseivatlons at the time and lo cation of this exploratory hole, madlfied by_ geologic Interpretations, engineering analysis, and judgment They are not necessarily representative of other times an_d locations. We wlll not accept responstbility for the use or interpretatioh by othe,rs or information presented on this log. Associated Earth Sciences, Inc. 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 Phone: 206-827-7701 Reviewed By \1~'t't1 I Talbot Hill Elementary School Renovations Renton, Washington Project No. G96095A I I I I I I I I I I I I I I \ I I \ I EXPLORATION BORING LOG I I I Number EB-2 SEDIMENT DESCRIPTION UJ :i:: I-..J 0. 0. UJ ~ Cl ~ co: zw ::J \;: ~$ (.') STANDARD PENETRATION RESISTANCE Blows/Foot (Moisture Conkin!,%) 1--------------------1---+-==~-..... 10;......;;2;;.0_..;3;;:D_..;4;;;;0;....-1 I I Moist, brown, silty SAND with gravel. (Fill) Moist, gray, sandy SILT with occasional wood debris; hydrocarbon odor. (Fill) Moist, green-gray, silty SAND with occasional gravel. (Fill) I- I--- -5 ,_ -- -10 -- -----------------------------------------------· -------------------------------1-~If ~tg r~y ca nd ,~~~~;.,fieathered SANDSTONE/ _ 15 BOH @ 15-1/2' Note: Bedding plane approximately 60 degrees to horizontal. - - - - I I I I I I 4 --f-;1 I' I G'"; , 10 I 50/5". I 50/6", ( f·,·. I I ____ J __ -.......... . ··········· .... -.... -···· --1 - I I I I I I I \ I I I i I --.... , ..• ·-.• ... . .. '······ i,;;;;:· .............. ·-·· ........ """ ···-.. . -- -25 • ---... -30 I- I- I- -: .._ _____________________ ..,_ ____ ..... _....., _ __..___.__...___. 1 Subsurface candltlons depicted represent our observations at lhe time and looatlon of thts exploratory hole, modified by geologic 1· Interpretations, englneerfng analysis. and judgment They are not necessarily representative of other times and loeaUons. We will nol \ accept responsU>lllty for the use or Interpretation by others of Information pres:ented on thts fog. I Alsociated Earth Sciences, Inc. 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 Phone: 206-827-7701 I Reviewed By Talbot Hill Elementary School Renovations Renton, Washington Project No. G96095A I I I I I I I I I I I I I I I I I I- I I I I Number EB-3 EXPLORATION BORING LOG SEDIMENT DESCRIPTION :c li: w Cl 0 0::: zw :::, ~ ~$'. (!) {Molslure STANDARD PENETRATION RESISTANCE Blows/Foot Cornont,%} 10 20 30 40 1-----------------+--+-==1--...;=---.:;::..._..:;.::._.,;;::..---1 2.,•; -; Moist, gray, sandy GRAVEL with cobbles and trace ,-.. - L.silt.(_Fill) _____________ ,, ________________ -·---···-------...... _. __________ .. / _ - Moist, red-brown, silty SAND/weathered SANDSTONE. ,- ,__ 5 - Moist, red-brown and gray, silty SAND/weathered SANDSTONE. (Bedrock) . t- >--10 t-1-------------------1 BOH@ 11-1/2' t- - -15 - ,__ 20 .... ··p···-···· ··-··-. t- 1--25 - - - -30 I- I I ::r: 11 .... l--+---1---+---1----1 ? .... , · .. 19 t--+---'.1,.-l---+---l----l I 50/0" I Subsurface conditions depicted represent our observations at the time and le ca Hon of thls exploratory hole, modtned by geologic Interpretations, engineering analysis, and Judgment. They are not necessarffy representative of other times and locations. We will not accept responsibility for the use or interpretaUon by others of lnfonnatlon presented on this log. Reviewed By ftr Jlt ) 1------------ I Associated Earth Sciences, Inc. 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 Dhnnc.• ?()~-R?7-77()1 Talbot Hill Elementary School Renovations Renton, Washington Project No. G96095A I ' I ' I I I I I I I I I I I I I \ I I i ' I I I I I I I I I I I I I I Number EB-4 EXPLORATION BORING LOG SEDIMENT DESCRIPTION :c w I-..J CL a. w I C Co: ~~ 0:3: C) STANDARD PENETRATION RESISTANCE Blows/Foot I I I (MoishJrD Coritent, %) , 10 ~ W • • i----------+-----f-~-..;;;.-~~2'11 ,-I Moist, gray-brown, sandy SILT with occasional gravel. _::. '.~~. ·--·---. ---------------... ------------·. --. -·· -· -----------·. -----· --· . ,... I Meis~ gray-brown, sandy SILT with occasional gravel. ~ (Lodgement Till) ~ I 73 ,-5 1--+--+--+--H.-~IA ..JI Moist, yellow-brown, silty SAND. (Weathered Sandstone) ,-• @ a· moist,_ Y._ellow-brown and gray, weathered 50/4" I 5,... . , li=i.orlroc• .... , ,- I ,- ~ B0H@8' i-10 - Note: Bedding plane approximately 45 degrees to horizontal. 1 I - ,- ,- ,-15 ~ - ,- ,- I I I J ___ ---20 ~ I I I I I I I I I : ' I ' \ I I I \ I I I I ~ ... ·-.... ---. '",. - ,- -25 ,- ,... ~ - ,-30 - - ,- - 1 subsurface condilJons depicted represent our observations at the time and location of this exploratory hole, modified by geologic \ Interpretations, engineering analysis, and Judgment They are not necessarily representattve of other times and locaUons. We will not \ accept responslbltlty for the use or Interpretation by others of information presented on this log. Reviewed By ~f&-M-1 A~sociated Earth Sciences, Inc. 911 Fifth Avenue, Suite 100 Kfrkland, Washington 98033 o~~"'"'' 'lnt=LA?7 _ 7701 Talbot Hill Elementary School Renovations Renton, Washington Proiect No. G96095A I I I I I I I I I I I I I I I I I I I ---·. ----.. ----·--........... ·---... - Number EB-5 EXPLORATION BORING LOG :i:: w On:: STANDARD PENETRATION ...J Zw RESISTANCE I-0.. 5\;c SEDIMENT DESCRIPTION 0.. w ~ a::~ Blows/Foot Cl ~ <!) {Moisture Conten~%) 10 20 30 40 Moist, gray-brown, silty SAND with gravel. (Fill} ,- I ,- ------------------------------------------------------------------------------.. t- Wet, gray-brown, fine to coarse SAND with gravel and ,-. some sill (Fill} · -5 ' I 63 IA Moist, gray, weathered SILTSTONE with stringers of -coal. (Bedrock} r-- 10 I BOH@ 10' -- ,- - -15 - - ,- ,... ,-. 20 r-. ., ...... . ..:;.;.: .. - - -25 - ,- ,- ,- ,--30 - ' ,-- Subsurface conditions depicted represent our obseNafions at the time and location of this exploratory hole, modified by geologic interprelafiona, engineering analysis. and Judgment. They are not necessarily representative of other times and locations. We wtn not P-- 50/4" •, accept responsibility for the use or Interpretation by others of lnfonnatlon presented on this log. Reviewed By lr5' /1,J j 1------------------ 1 Associated Earth Sciences, Inc. 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 Dh"no• ?n~-A?7-7701 Talbot Hill Elementary School Renovations Renton, Washington Proiect No. G96095A ' I I I i I I ' I I I . j ' I I l i I I I EXPLORATION BORING LOG Number EB-6 i= w Cl a: STANDARD PENETRATION ...J Zw RESISTANCE SEDIMENT DESCRIPTION 0. 0. 5~ w ~ a:3: Blows/Foot 0 (/) C) (Mol,wra Can!en!,%) 10 20 30 40 -I Moist, gray-brown, sandy SILT. (Fill) ~ - •. I I I ,, Wet, gray-brown, gravelly SAND with some silt. (Fill)· --I 1' C. I (17.2) 20 '--5 Moist, red-brown to light brown, weathered SILTSTONE/ C. SANDSTONE. (Bedrock) C. C. C. I 5011" BOH @9-1/2' '--10 C. ,_ ~ ~ •-15 - ~ ~ ~ ~20 ~ ... '" .. I= .. ---.. ... -... -..... -. .... . C. ~ ~25 - ,_ ~ ~ ~30 ~ ~ ~ - Subsurface condiUons depleted represent our obsetVaUons at the lime and location of thli exploratory hole, modified by geologlc interpretations, engineering analysis, and Judgment They are not necessarily representative of other times and locations. We will not accept responstbillty for the use or Interpretation by others of Information presented on this log. Associated Earth Sciences, Inc. · 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 \ Phone: 206-827-7701 Reviewed By Talbot Hill Elementary School Renovations Renton, Washington Proj~C?~ N~. G96095A . • .. I '0 !, I I I I I I I I I I I I I I I I I I I I I I I- I I I I Number EB-7 EXPLORATION BORING LOG :r: Lil Cl 0:: STANDARD PENETRATION I-..J Zw RESISTANCE SEDIMENT DESCRIPTION a. a. 5~ w 2 0::$ Blows/Foot Cl <( (J) (!) (Moisture . Content,%) 10 20 30 40 Moist gray-brown SILT. (Fill) --I - Moist green-gray and brown, sandy SILT with some 13 -I "' organics. (Fill) -5 ,_ ,_ ,_ 22 '-I "' ~10 Moist, brown and red-brown, sandy SILT. (Lodgement Till) ---------------------------------------------------------------------------------,_ Dry, black, thinly laminated (1/16") COAL WITHIN -I SILTSTONE. -15 50. No recovery. (Black dust on sampler) (Bedrock) 50/5--I ~/2" ' BOH@ 16-1/2' I- I- - -20 -.. . ...... ~--· -·-··-· .... . ··-. .... -. - -25 ,_ ,_ ,_ '- >---30 ._ ._ -,_ I Subsurface conditions depicted represent our observatlons at lhe time and locatton of this eJQ:!loratory hole, modffled by geologic Interpretations, engineering analysis, and Judgment. They are not necessarily representative of other limes and locations. We will not I I '11 I ?(, accept responsibility for the use or Interpretation by others of infonnatlon presented on this log. Reviewed By jT.:, /171 •------------- I Associated Earth Sciences, Inc. 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 Ohnru:.• ?OR-A.?7-7701 Talbot Hill Elementary School Renovations Renton, Washington Project No. G96095A I I I I J I I Number EB-8 EXPLORATION BORING LOG SEDIMENT DESCRIPTION Moist, yellow-brown SILT. (Fill) Moist, gray-brown, gravelly SAND with some silt. (Fill) Moist, light gray, weathered SANDSTONE/SILTSTONE. (Bedrock) BOH@8' ··--··· .... J: Ii: w Cl --- - ,-.. 5 - t- - ,-..10 t- ,- ,-- ~15 - - - - ,-.. 20 - . .::;;·· ... - t- ,-.. 25 ,- t- ,- - ~30 - - - t- w 0 0::: ...J zw 0. 5~ :::E 0::: s ~ t') ' STANDARD PENETRATION RESISTANCE Blows/Foot (Moisture Content,%) 10 20 30 40 I I (15.7) 48 ... 50/5" I Subsurface conditions depleted represent our observations at the time and location of this eX;iloralory hole, modffled by geologic lnterpretat!ona, englneerlng analysis, and judgment. They are not necessarily representattve of other times and locations. We will not accept responsibility for the use or Interpretation by others of Information presented on this log. Reviewed By Associated Earth Sciences, Inc. 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 Phnn"'· ?nR-fl?7-7701 Talbot Hill Elementary School Renovations Renton, Washington Project No. G96095A I I I I I I I I I I I I I I I I I I I I I I I I I I I I ... Number EB~9 EXPLORATION BORING LOG :c UJ co:: SW STANDARD PENETRATION I-...J RESISTANCE SEDIMENT DESCRIPTION a. a. 0~ UJ :a: 0::3;: Blows/Foot Cl ff5 (!) lMoblUfa Content, II) 10 20 30 -Moist, dark brown, silty SAND with gravel and pieces of I asphalt (Fill) - ~ Moist, browri, sandy SILT with wood and charcoal pieces. -I s ... (Fill) f----5 r- -------------------------------------------------------------------------------r- ,- Moist, brown-gray, sandy SILT. (Lodgement Till) 25 ,- I ... 10 Moist, red-brown, silty SAND. I- I- Red-brown, weathered SANDSTONE. - ~ :i: BOH@ 14-1/2' -15 ~ ,- r r- -20 r-... r-.. •'' •···· ... ' . r-- ,-. 25 ~ r- r- r- ,-. 30 I--- ~ Subsurface conditions depicted represent our obseNations at the time and location of thla exploratory hole, modified by geologic lnterpretallons, engineering analysis, and judgment. They are not necessarily representatNe of other times and locations. We wm not 40 50/3" accept respon~dbility for the use or interpretation by others of Information presented on thla log. Reviewed By !T 7 /11 I 1------------- 1 • Associated Earth Sciences, Inc. 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 ..-.'----· '>na Q')7 _ 7701 Talbot Hill Elementary School Renovations Renton, Washington Proiect No. G96095A i I I I Number EB-10 EXPLORATION BORING LOG i!: w Co:: Zw STANDARD PENETRATION ...I RESISTANCE SEDIMENT DESCRIPTION 0.. 0.. 5~ w :a o::~ Blows/Foot 0 c1s (!) (Moisture 10 Contenl,%) 20 30 .11opso11) ····-------·--·-----·-··--------·---··----................. _ ........................... ________ Wet brown, sandy SILT. -----------------------------------------------·---------------------------------· - Moist, gray-brown and red-brown, silty SAND. -I SL 13 WO " (Weathered Bedrock} t-5 (21.2) Saturated, very soft zone from 5-1/2' to 6'. f-. I B0H@7' -- WO = while drilling -10 - - - - -15 -- I- I- 1-20 -.. '". " ~-· ......... , ···- -- ,_ 25 - f-. -- -30 - - - - Subsurface conditions depicted represent our ab$ervallons at the time and location of this exploratory hole, modified by geologic Interpretations, engineering analysis, and Judgment They are not necessarily representative of other times and locatlons. We will not 40 50/5 1/2" ' ....... . I I I I I! I I I I I I I I I I I a<.eept responsibility for the use or interpretation by others of Information presented on this log. I =1-B'=-111--il Reviewed By Associated Earth Sciences, Inc. 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 Dhnni:>· ?Ofi-A?7-7701 Talbot Hill Elementary School Renovations Renton, Washington Project No. G96095A I I I I I I I I I I I I I I I I I I I I I Number EB-11 EXPLORATION BORING LOG J: I-SEDIMENT DESCRIPTION D. w C .. JOP~9\D .. __ ·-·-····-·---··-·······----·-·---···-···--·-·················-····························-····· Wet, gray-brown, sandy SILT. (Fill) - Moist, light gray, weathered SANDSTONE/SILTSTONE.L- (Bedrock\ BOH@3' Note: Seepage Into boring at 1-1/2'. I--5 .- - -10 -- 1--15 - -20 - ...... F-~., .... ..- -25 ,_ '-30 w Ca:: Zw ..J 5~ D. :i: 0::3: cJ5 (!) {Malstura Conlent,%) I (11.6) STANDARD PENETRATION RESISTANCE Blows/Foot 10 20 30 40 50/5 1/2" ·---.. ·-.. ···---• .... Subsurface condiUons depicted represent our observations at the time and location of this exploratory hole, modtfted by geologic ln\erpreta.Uons, engineering analysls, and Judgment, They are not necessanly representative of other times and locattans. We will not accept responsibtnty for the use or Interpretation by others of lnfonnatlon presented on this log, Reviewed By IT:s-/111 Associated Earth Sciences, Inc. 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 Ohnn<>· ?(lR.R?7-7701 Talbot Hill Elementary School Renovations Renton, Washington ProJ~«?~ t,,1~. G96095A I i I I I i I I I i I I I I I I \ I I I ··, I i i I I I I I I EXPLORATION BORING LOG Number EB-12 SEDIMENT DESCRIPTION • (jopso1!)_ __ ·········--· •••••• -···· •• --·· --············--··--••••••••••••••••• Wet, gray-brown, sandy SILT. (Fill) Moist, red-brown and gray-brown, weathered SANDSTONE/SILTSTONE. (Bedrock) BOH @5-1/2' '-- - - t w Cl -5 - -- '-- 1--10 '-- - - - -15 - - - w -I Cl. ! I I ~ffi ::>~ ~:s: Cl (Moh1b.n Ccnlenl,%) (23. 1) 57... WD STANDARD PENETRATION RESISTANCE Blows/Foot 10 20 30 40 50/5 1/2" • I I I I I I I I I I 1---+----+--l----+---I I - -20 - ---···i..:,:.:., ,,._, --- - - -25 - - - - -30 - - -· - Subsurface conditions depicted represent our obseJVatlons at lhe time and location of this exploratory hole, modified by geologic lnterpretaUona, engineering analysis, and judgment. They are not necessarily representative of other times and locations. We will not accept responalblllly for the use or interpretation by othem of infonnatlon presented on this log. Reviewed By Associated Earth Sciences, Inc. 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 Phone: 206-827-7701 Talbot Hill Elementary School Renovations Renton, Washington i:»rof~<?! ~~-G96095A I I I I I I I r I I I I I I I I I I I I I I I I I ----------~~ Number EB-13 EXPLORATION BORING LOG :c w Oa: zw STANDARD PENETRATION I-..I 5~ RESISTANCE SEDIMENT DESCRIPTION 0. 0. w :l! a:$ Blows/Foot Q ca (!) {Moisture 10 20 30 Content.%) 1J9PS01Jl .••••.•••••.••••••••••••••••••••••••••••••••••••••••••••.•••••••••• I Moist, brown, silty SAND with some gravel. (Fill) >------. --u ------------· ----------------------------------------• -• -------------- Moist, gray-brown and red-brown, sandy SILT with -some gravel. (Lodgement Till) I- 5 I B0H@5' I- I- I- i-- -10 >- - -- 1--15 I- I- - >-- • -20 -.. ·-· i.:.:.-,·· >- I- -25 --- - -30 - -- - Subsurface conditions depicted represent our observations at the Ume and locatlon of this exploratory hote, modified by geologic interpretations, engineenng analysts, and judgment They are not necessarily representative of other times and locations. We will not 40 5014" ' accept responsibility for the use or lntetpretatton by others of lnfomiaflon presented on this log. Reviewed By lt.f /J? / •------------- • Associated Earth Sciences, Inc. 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 Dhnn,:,· ?OR-R?.7-7701 Talbot Hill Elementary School Renovations Renton, Washington Project No. G96095A I I ' I I I I I I I I I I EXPLORATION BORING LOG Number E~-14 SEDIMENT DESCRIPTION :Jog~.QlL .......•..•.........••.••.••......•.•..••........... __ ........•...••. Moist, gray-brown, silty SAND and sandy SILT with pieces of gray sandstone/siltstone. (Fill) Moist, gray and gray-brown, sanely SILT. (Lodgement Till) B0H@14' i= D. w C - L,... ~s ~ 10 ..... -15 - ~ ~ ~ ~20. L,... w Co:: STANDARD PENETRATION Zw ...J 5~ RESISTANCE D. ~ fl:'.$ Blows/Foot en <!) (Molslure 10 Content,%) 20 30 40 15 I (16.0) 1---1--... --1---1----1---1 14 I (18.5) 1---1-... --+--+--+---l I 50/6" ····-.. ... ... · 1· ·-.. . . -.. . . <- ~ '--25 ~ ~ ,_ ,_ '--30 ..... ~ ~ ~ Subsurface conditions depicted represent our observations at the time and location of \his exploratory hole, modified by geologic lnterpretaUons, engineering analysis, and Judgment. They are not necessarily representative of other times and locattons. We witl not accept responslblllty for the use or Interpretation by others of lnfonnation presented on this log. Reviewed By I i Associated Earth Sciences, Inc. 1 911 Fifth Avenue, Suite 100 · I Kirkland, Washington 98033 [ PhnnA· ?nR-827-7701 Talbot Hill Elementary School. Renovations Renton, Washington Project No. G96095A I I I I I I I ·1 I I I I I I I I I I 360 ------------------ I I ' I I I I I -- D - \ I I SOUTH :-115TH -I STREET SCHOOL BUILDING i i I I I LEGEND EB-4 e Approximate location ol exploraUon boring LAKERIDGE ELEMENTARY SCHOOL 7400 SOUTH 115TH STREET RENTON, WASHINGTON "' ~ -----, \ \ \ \ \ \ . ' ' \ \ \ \ EB-2 EB-3' \ \ .,. .. "' \ \ \ \ \ \ . \ \ \ \ \ \ \ \ T---~ \ \ I I EB-~ I EB-4 I L -'-.J-.._ D --- 0 ' \ I \ \ \ \ COVERED PLAY STRUCTURE, ' \ \ \ I \ \ \ \ ' \ I \ \ 80 Scale In Feet \ NORTH I I I \ \ \ \ \ \ \ \ I \ \ \ \ \ \ \ \ \ \ \ \ \ 160 ASSOCIATED EARTH \ \ •' ~ \ ~ 0 SCIENCES, INC 9104-21G AprH 1991 Figure 2 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I EXPLORATION BORING LOG EB-1A :i: "' :c w Qa: STAN:>ARO PENERATION RESISTANCE * ... to ... !w (J ... < "' SEDIMENT DESCRIPTION Q. :!: g~ Blows/Foot c:: ::, w < (!) C "' (!) ~ 10 20 30 40 4" -;-1 . , Moist, brown, grey, tan and black, mottled, oxidized, organic, silty .... I sand to sandy silt. (Fill) .... • .... ,__ 5 I .... ~ ... .... I • .... -----10 I Wet, brown and grey, mottled, silty sand with gravels. (Fill) - - Rock in driveshoe at sample -interval 10-11!. '------MoisF;" brown-grey;-sTightly oxidiz--15 'v' 1 -ed, silty, fine to coarse sand with -WD l gravels. (Lodgement Till) --BOH 16! .... ...... : 20 .... B = sampler bouncing on rock .... WD = While drilling I- .... -- --* Samples taken using a Dames & -Moore Sampler with a 300 lb hammer. SPT blow counts·., were ·converted - from the Dames & Moore blow counts. --.... .... Subsurface conditions depicted repn,sent our observations at 1he lime and location of !his exploratory hole, modified by geologic Interpretation, enginee1i119 analysis, -judgmenL They are not necessarily representative of other times and locations. We wiB not ac~t responslbiDty for the use or interpretation bv others of information presented·on this log. Lakeridge Elementary School 9104-21G April 24, 1991 7400 S 115th Street· Renton, Washington Ai ASSOCIATED EARTH SCIENCES1 INC ' ... 5 5 O+ B O+ I I I I I ! I I I I I I ' I EXPLORATION BORING LOG EB-2A :c :c w oa: STAN>ARO PENERATION RESISTANCE * .. "' I-... !w < ~ SEDIMENT DESCRIPTION .. .. Blows/Foot a: w :; 0 !.: <!I 0 < 1§ ll: en 10 20 30 40 Ii" -,- Moist, brown, tan and black, mottled, .... organic, silty, fine to coarse sand c.. I A (Fill) '--V -·-·--------------------s I • .... WO Moist, brown oxidized, becoming less . oxidized with depth, silty, fine .... to coarse sand with gravels. Gravel .... I A content increasing with depth. .... (Lodgement Till) -10 I -.... -· ROH 11! - - WO= While drilling -15 -.... .... .... .._ I .... I .... I .... ' .... I I - I '--.... I ... I ... i .__ I ... I I * Samples taken using a Dames & ... I Moore Sampler with a 300 lb hammer. ... I SPT blow counts were converted .... i ·;0 l:r6m ltlie ~'Dames \f '!'16/ii;:e::15:llb'\~"'counts. .Subsurface conditions depicted represent our observations at the time and location of this exploratory hole, modified i,,, geologic Interpretation, et,gl.-,fng analysis, -judgment. They are not necessarily representative of other times and locations. We wm not 1accept responsibility for lhe use or intl!fJ)<elation i,,, others ol lnformaUon presented on this log. · I ' Lakeridge Elementary School I 9104-ZlG April 24, 1991 I 7400 s. 115th Street I Renton, Washington ! A! ASSOCIATED i EARTH i SCIENCES, INC I I I I I I I a. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I EXPLORATION BORING LOG EB-3A :z: :z: w Qa: STANDARD PENERATION RESISTANCE .. en ... ..J !w CJ .. <t en SEDIMENT DESCRIPTION .. :; 0~ Blows/Foot a: w (.!) :, Q <t a: 3: en (.!) 10 20 30 40 4" To"soil Moist, brown, tan and black,mottled, .... organic, silty, fine to coarse sand ... I A with gravels. (Fill) '- ---5 I • ... .... 'V --.. -._ ____________ -I Wet, brown and tan, oxidized, '-wb l mottled, silty sand with gravels. - ---·-.CTilll.. ------------10 I Moist, brown, oxidized, gravelly, -siltJ, fine to coarse sand. Becom-B ing gravelier with depth. - Rock in driveshoe at 12.;-14'-limited -I sample return (Lodgement Till) -I B -15 I --B BOH 16} ... sampler bouncing ... B = on rock WD = While drilling ...._ 20 .... '- '- '- ...._ ---- ";f, Samples taken using a Dames & - Moore Sampler with a 300 lb hammer -SPT blow counts were converted ... from the Dames & Moore blow counts .... ... .. Subsurface conditions depicted rep, esent our observations at the lime and location of this explorato,y hole, modified b>f geologic interpretation, etlgi,eemg analysis, Wld judgment. They are not necessarily representative of other times and locations. We wiB not accept respcnsibllity for the use or interpretation ll'f others of Information presented on this log. Lakeridge Elementary School 9104-21G April 24, 1991 7400 S 115th Street Renton, Washington Ai ASSOCIATED . EARTH SCIENCES1 INC 4 50· A so ..6. so I I I I i i ! I ' - EXPLORATION BORING LOG EB-4A :r :r w Qa: Sl'AN)ARO PEtERATIOH RESISTANCE * 0.. UI ~ -' !w u SEDIMENT DESCRIPTION 0.. Blows/Foot < UI 0.. :; 0~ a: = w < (!I Q "' 1§;:: 10 20 30 40 Moist to wet, brown, mottled, silty, c... fine to coarse sand with organics. c... (Fill)· I-I • -sz Moist, brown, oxidized, silty, fine 5 I -A -WD to coarse sand. (Fill) ------Moist";" lirown,gravelly, silty,-fine -I -to coarse sand. ILodoement Till) BOH 9' -10 - WD = While drilling --- -15 -- :... ' ... I '-- I ~ I ... I ... ... I '-- I I -I -I I - I -* Samples taken using a Dames & -I Moore Sampler with a 300 lb hammer. SPT blow counts - I were converted from the Dames & Moore - I blow counts. - I -.. . -~-.. ....... I Silbsurface condltlon& depicted represent our observations al the time and location of this exploratory hole, modified l7f geologic . l1nte,pn,tetlon, engineering analysis, and judgment. They are not n8"essarily representative of olhet-limes and locations. We w,11 not [accept responolbility far the use or lnte,pn,tetlon by other.I of information presented-on this log._ · ' I I Lakeridge Elementary School 9104-21G April 24, 1991 I 7400 S 115th Street I Renton, Washington I Ai ASSOCIATED . I EARTH I SCIENCES, INC I I I I I I I I 50+ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I NORTH :S ::i ~ Cl) i :S ~ "" , , \ ' \ \ I \ \ I I l I I I I I , ' ' I , I I I I I I I I I I \ l I South 114th Street ul~ 1 , I .o ,, ',', ---~'.""":'""-=:::::-~ -... ' "\ ' \ \ .,---....... , .. \\'' ', -~~-=------ I ,: ., ' ,: ., I I I. I I I I I I , I , I I EB-11 I I I I I l I I I I I ' ' I I I I I \ ' \ ' EB-10 • ..... .._ __ -- EB-9 • \ \\\\\ \\ \,,,,. 1\ \ \\ \ \ \ \\\\\ \\ ............ ,\,\\'\l \\ \ \ \ \ \ \ \ \ \ EB-8,11, , .. \ 1 '-\ \ \ \ \ '11;:t' ' \ \ \ \ Grass Play Field \ \ \ \ \ ', \ I \ \ \ \ \ \ l\t ,, \:\ I I I \ ' , ---------- 1 \ \ \. 1\ ,,,, \\ ,,,\ \ \ \ \ \ \ \ \ \ \ \ \ ' \ '' \ \ ' \ \ \ \ \ \ \ \ \ '\',,,, ',,',\,, --------EB-1----- ' ... , \ .,, \ \ \ '',,,, -', ', \ \ \ \ \ --,, '\ \ \ ' \ ' \ ', ' \ \ \ \ ,' \ -----· ',, '' '' \ \ \ \ \ \ / • • \ \. \ ',\\',, \ ., Grass Play A".°a\ \ \ \ \ \ 1 \ \\, \ 11 ' ' ' ' ' ll.'c'>..:..,..,""'°'l 'V \,,,,,,,,,,_,,,, -,, .,. '\ '\ ,, ,,, "''\\'"' '~ J. ' ' , ' . ' ~o 6\' 3A ' ' ' ' 1 ' ' ' '' ' ' ~ -...::. EE!~A EB-,, ., ' d A/C Baske~b~ ,A~~\ · ,COvere, ,1 , ",',, ',\ '\\ ,\\ \',',,,' EXISTING BUILDING B 1 A \ \ \ \ \ \ \ \ \ \ \ E-,,,,,,,,,, ' \ \ \ \ \ \ \ \ \ \ '\"' \\,,,,\,,,, 'Pc, ,,,,,, ,,,, L--::::.c:;;-,,\ ,\ ,, ,, ''' D .... ' \ \ \ \ \ \ \ \ \ ', \ \ \ \ \ \ \ \ \ ,, hi I ',,,,,,,,, Wood C P , , , , , , , ,. Pl ay Area I ',,, ,, ,, \ ,,,,,,,, I ','",',,,,,,, ',,,,, • EB-5 EB-41 e \ '' \ ' ' , ' , 1-"'o \ ' \ \ ,,,,,,, \',\',,\ ' \ \ '\ South 115th Street I .", I' ' \ \ ' \ \ \ ' ' \ m\\,'\ \ /J ' I ' I I ' I I \ I I I ' I ' I I /" I 1sphalt I I EB-2 • EB-3 ..._ ___ . ' ' ' ', '\ \ \~ \ 1\'.\ > G /\t 8 _ l;~~r:~---~--:t"'~o I S_ ---=-::: = _ ---=----.:;,. ---::::-,~~:-_:._'.:--_-:-.: =: -:.------0 I ---: -_ ----.:: ---, r' ' , ----- I I I I '/I ' I I I /, ·-----;;;;;---;,11--0 .. "' South 116th Street -b Cl) ~ g. ~ '- :S ::i 0 Cl) Cl) ::i ! 'c::t :S (0 "" 0 FIGURE 1: SITE AND EXPLORATION PLAN LEGEND EB-1 e Approximate location of exploration boring for current study EB-1 A e Approximate location of exploration boring for previous study 100 200 SCALE IN FEET LAKERIDGE ELEMENTARY SCHOOL RENTON, WASHINGTON PROJECT NO. G9;3010A FEBRUARY 1993 ~ SIASSCCIATEC. C EARTH SCIENCES, INC I I I I I I I I I I I I I I I I I I I EXPLORATION BORING LOG EB-1 :i:: w Qa: STAl«>ARD PEM:RATION RESlSTANCI: ... ..I 5w SEDIMENT DESCRIPTION .. Blows/Foot a. :E 0~ w Q < a:;: 10 20 30 40 UI Cl -3" Topsoil. L.... -Moist, brown, slightly silty to silty, fine I .. to medium sand with gravels. Becoming - unsorted, silty, fine to coarse sand with - gravels. Oxidized tO 6! I 0 (Lodgement Till) -s I -81 .. - -I 83/7" • B BOH@ 9' -10 B = sampler bouncing --- -----.... ,__ .... .... - -- ~ -.... L.... ' 1-- - --- Subsutface GOndillons depicted represent our observations at the time and location of this exploratory hole, -dified by geologic Interpretation, engineering analysis, and judgment. They are not necessarily repreo,,,..tative of other times and locations. We wm not accept responslbllity for U,e use or interJ)R!tallon by other.I of Information presented on this log. · G93010A 1 /18/93 Lakeridge Elementary School South 115th Street Le ASSOCIATED . Seattle, Washington EARTH SCIENCES, INC I I I I ' I I I I \ I I ' I I \ ' I ' \ I I I I EXPLORATION BORING LOG EB-2 ::c w Qa: STAN>ARD PENERATION RESISTANCE I-·.J §w SEDIMENT DESCRIPTION .. Blows/Foot .. :; o!i w 0 ,( !; ll: 10 20 30 40 Cl) L-4"-6" Asphalt - Moist, brown becoming gray, unsorted, silty, - fine to co_arse sand with gravels. Slightly -I 52/6" oxidized at sample interval 5'-6!'. (Lodgement Till) - ---5 l 94/ '-st" BOH@ 6!' .... .... .... '--10 ,_ .... '- ,_ '-- ,_ ,_ ,_ ,_ -,_ ,_ - '--.... ,_ '- .... I '--- .... .... ,_ .... Subsurface conditiona depioted represent our observations at the lime and location of !his exploratory hole, modified 17f geologio inte,pretation, engineering analysis, and judgmenL They are not necessarily repre""!81ive of other limes and locations. We win not accept responsibility for the use or Interpretation l7f others of Information presented on this log. · G93010A 1/18/93 Lakeridge Elementary School· South 115th Street AE ASSOCIATED . · Seattle, Washington EARTH SCIENCES1 INC .. .. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I EXPLORATION BORING LOG EB-3 :i: w ca: STANDARD PENERATION RESISTANCE .. .., sw SEDIMENT DESCRIPTION . Cl. Cl. Blows/Foot w :& 0 !;: Q ..: cc 3:: 10 20 30 40 .. Cl! -3" Asphalt - Moist, brown, slightly silty to silty, fine - to medium sand becoming silty, fine to -I coarse sand with gravels. (Fill) .. ,_ -5 Moist, brown, unsorted, silty, fine to coarse -50/4", sand with gravels. (Lodgement Till) I BOH@ 8 1 - -10 ---------.._ -- -- I------I ---- I- Subsurface condition& depicted represent our observations at the time and locatian of this exploratory hole, modified by geologic interpretation, engineering analysis, and judgment. They are not necessarily repre-..1!11!'Jtive of other times and locations. We wm not accept responsibility for !he use or interpretation bv others of information piesented on this log. · G93010A 1/18/93 Lakeridge Elementary School South 115th Street & ASSOCIATED Seattle, Washington EARTH SCIENCES, INC I I i I 1. I I • I I I I I I I I \ ' I I \ EXPLORATION BORING LOG EB-4 :: w Qa: STANDARD PENERATION RESISTANCE ~ ..I !w SEDIMENT DESCRIPTION a. ~ 0~ Blows/Foot w Q ,( ~l: 10 20 30 40 "' -t" Asphalt - Moist, tan to brown to dark brown, oxidized, -mottled, clayey, silty to slightly silty, finE -I .. to medium sand with scattered gravels. (Fill) Moist, brown, unsorted, silty, fine to -s coarse sand with gravels. (Lodgement Till) ,_ ,_ ,_ I .. BOH@ 9 1 -10 ,- ,_ ,_ ,--,-... ... --------,_ ,_ I- ,- ' -,- ,_ ,_ ,_ Subsurface conditions depicted represent our observations at U.e time. and locaflon of this explotato,y hole, modified by geologlc Interpretation, engineering analysis, and judgment. They are not necessarily repree'""!Blive of OU.er limes and locatlans. We wm not accept responslbBlty for U,e use or Interpretation by othen, of Information presented on this log. · G93010A 1/18/93 Lakeridge Elementary School South 115th Street AE ASSOCIATED -Seattle, Washington EARTH SCIENCES, INC I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I EXPLORATION BORING LOG EB-5 ::c: w Qa: STMl>ARD PENERATION RESISTANCE ~ ..I !w SEDIMENT DESCRIPTION .. Blows/Foot .. ::; 0 ti w Q ,( ffi;:: 10 20 30 40 1/J ~4" Asphalt. -Moist to wet, brown and tan, mottled, silty, fine to coarse sand with gravels. (Fill) ... .... I .. Moist, brown, unsorted, silty, fine to coarse ..._ 5 sand with gravels. (Lodgement Till) --I 53/6" .. BOH @ 8' - -' 10 ._ ... ' -------... --... .... ... .... -- -... ._ I ----- Subsarfaee conditions depicted represent our observatians at !he time and location of !his explotatory hole, modified by geologic intefl)retation, engineering analysls, and judgment. They are not necessarily repreuntatlve of olher limes and locations. We wm not accept responslhillty for the use or intefl)retatlon by olhets of Information presented an this log. · G93010A 1/18/93 Lakeridge Elementary School South 115th Street A! ASSOCIATED . Seattle, Washington EARTH SCIENCES, INC ' I I I I I ' I . I I I I I I ' I I I I I I I I I I I EXPLORATION BORING LOG EB-6 :c IU c.., STANDARO PEM:RATION RESISTANCE "" ... §w SEDIMENT DESCRIPTION .. Blows/Fool .. :; ot; w Q <( ffi ~ 10 20 30 40 "' -611 Cedar chips. ,_ Moist to wet, brown, oxidized, mottled, -silty, fine to medium sand with minor -I .. organics. (Fill) .... -s ,_ Moist; brown-gray, unsorted, silty, fine to I 68 ,_ coarse sand with <>ravels. (Lodaement Till) . BOH@ 9' '--10 ,_ .... .... .... --...._ .... ,_ ,_ ,_ ..._ ,_ I- L.. L.. ..... .... .... ,_ ,:.,_ ' ,__ ,_ ,_ ,_ ,_ Sub$urface conditions depicted represent OID' observations al the time and location ol lhis exploratory hole, modified by geologic inl"fl'relation, engineering analysis, and judgment. They are not necessarily repreuntative of other times and locations. We wm not accept responsibiT,ty for the use or lnterp,etation by others of Information presented an this log. · G93010A 1/18/93 Lakeridge Elementary School South 115th Street Seattle, Washington ~ ASSOCIATED . EARTH SCIENCES, INC I I I I .. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I EXPLORATION BORING LOG EB-7 :c IIJ Qa: STAl«>ARD PENERATION RESISTANCE ~ ..J §11.1 SEDIMENT DESCRIPTION a. Blows/Foot a. :;; 0~ IIJ Q <( ffi ll: 10 20 30 40 "' ,-. 3" Topsoil. ._ Moist, brown, oxidized, mottled, silty, fine - to coarse sand with gravels. (Fill) -I - -s Moist, brown, unsorted, silty, fine to coarse sand with gravels. (Lodgement Till) --I 62/6" BOH@ 8' - B = sampler bouncing (rock in driveshoe) -10 -... ... ._ ---------. ------ ' ----- Subsurface conditions depicted represent our observations at the time and location of this exploratory hole, modified by geologic interpretation, engineering analysis, and judgment. They are not necessarily repreeontative of other times and locations. We wm not accept responslbHity for the use or lnte,pretation by othen> of information presented an this log. · G93010A 1/18/93 Lakeridge Elementary School South 115th Street Ai ASSOCIATED . Seattle, Washington EARTH SCIENCES, INC B .. ' I\ I I I ' I I I \ I I \ ' I I I ' I I \ I ' I I EXPLORATION BORING LOG EB-8 :c w CCC STANDARD PENERATION RESISTANCE ~ ... §w SEDIMl:NT DESCRIPTION II, Blows/Foot II, :& 0~ w C ¢ !§i= 10 20 30 40 "' i--3" Topsoil. ,- Moist becoming wet with depth, brown, - oxidized, mottled in areas, clayey, silty to -I .. slightly silty, fine to medium sand with -gravels and minor organics. (Fill) -s --I • -- -10 ,- Moist, brown, unsorted, silty, fine to coarse ,-I 50/6'1 n sand with graavels. (Lodgement Till) r ,- ,__ BOH @ 13t' ,- - ------ ---,.... ,- ,- ' ,__ .... -.... .... Subsurface conditions depicted n,pn,sent our obse,vatfons at the time and location of this exploratory hole, modified b!I geologic lnl"flJr&latlO!>, engineering analysis, and judgment. They are not necessarily reprenntatlve of other times and locatlons. We wm not acoepl responsibility for the use or lnterpetatlon b!I others of Information presented on this log. · G93010A 1/18/93 Lakeridge Elementary School South 115th Street ~ ASSOCIATED . Seattle, Washington EARTH SCIENCES, INC I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I EXPLORATION BORING LOG EB-9 :: w Qct STANDARD PEl'ERATION RESISTANCE I-..J ~w SEDIMENT DESCRIPTION a. Blows/Foot a. :i; 0~ w Q < !;r: 10 20 30 40 "' -4,, Topsoil. .... Moist, brown, oxidized, silty, fine to .... medium sand becoming silty, fine to coarse ... I sand. (Fill) ... i--5 --------... Moist, brown, unsorted, silty, fine to ... I coarse sand with gravels. Containing -93 coal bits. (Lodgement Till) ... i--10 ---I ,7 /9 11 BOH@ 13!' - -15 --... --... -- -----.... ' ..... .... --- Subsurface conditions depicted represent our observations at the time and location of this exploratory hole, modlfied i., geologic Interpretation, engineering analysis, and judgment. They are not necessarily rep,e,:antallve of other limes and locations. We wiD not accept responsibility for O,e use or interpretation i., o01ers of Information presented on 1h15 log. · G93010A 1/18/93 Lakeridge Elementary School South 115th Street JR ASSOCIATED . Seattle, Washington EARTH SCIENCES, INC • • I I 11 I I , I ' ' I I I ' I i I I I I I I ' I ' I I \ I EXPLORATION BORING LOG EB-10 :c II.I occ STANDARD PENERATION RESISTANCE f-...I !w SEDIMENT DESCRIPTION .. .. Blows/Foot II.I ::E 0~ 0 <C ffi ;:: 10 20 30 40 Ul i---3" Topsoil. - Moist, brown, oxidized, silty, fine to - medium sand. (Fill) -I .. - '--5 Moist, brown, unsorted, silty, fine to -coarse sand with gravels. (Lodgement Till) . --I 77 /9" BOH@ 9' '--10 .... -- -. ----.... '--.... ,__ ~ .... ,..._ .... ,_ - - ' ----- Subsurface conditions depicted represent our observations at the lime and location of 1111s exploratory hole, modified tJv geologic interpretation, engineering analysis, and judgment. They are not necessarRy reprecffltative of other times and locations.. We wiD not accept responsibility for Iha use or lnterp,etalion tiv others of Information presented an this log. ' G93010A 1/18/93 Lakeridge Elementary School South 115th Street ~ ASSOCIATED . Seattle, Washington EARTH SCIENCES, INC • I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I EXPLORATION BORING LOG EB-11 :i: w Qa: STAM>ARD PEIERATION RESISTANCE ~ ..I §w SEDIMENT DESCRIPTION 11. Blows/Foot 11. lE o!:i; w Q < 13 ll: 10 20 30 40 f/J -4" Topsoil. - Moist, brown, oxidized, silty, organic, .... fine to medium sand. (Fill) .... I • .... -5 Moist, brown-gray, unsorted, silty, fine -to coarse sand with gravels. (Lodgement Till --I 92/8' • BOH @ 9' -10 '- '- ----.... .... ... '-- I- '- '- ----.... '- I ---.... - Subsurface conditions depicted represent DIii" obsenrations at the time and location of this exploratory hole, modified i,,, gealogic inlefl)retation, engineering analysis, and judgment. They an, not necessarily reprM!ffllalive of other times and locations. We wlD not accept responsibility fer the use or Interpretation t,,, others of Information presented on 1tis log. · G93010A 1/18/93 Lakeridge Elementary School South 115th Street ~ ASSOCIATED . Seattle, Washington EARTH SCIENCES, INC ' ' I I I I I i ' I \ I I I I I I I I I I I I I I I I I I I I I ------------· Wood Chip Play Area Covered A/C Basketball Court (To Remain) ' I ' ' ' \ \ .I \ ·?-..,_,_ -r7---';J EB-12A, B, C Proposecl Bulldlng ' Wood Chip Play Area I L EB-13e Existing Building \ ............ , , f'\ ~ 'r--..r ,_ ...ri . ~. . I ~ ·~ L.. _ _r LEGEND \ \ EB-14 e Approximate locaUon of exploration boring NORTH 0 40. 80 \ ' \ I I \ \ \ \ I \ \ \ \ \ ' \ I \ \ \ \ ' \ \ \ \ \ \ \ ' \ \ \ ' \ \ I \ \ \ \ \ \ \ \ ' I \ \ \ I ' \ \ \ \ \ \ \ \ \ \ \ \ ' \ \ \ I '\ I \ \ \I I I I ,\ I \ \ \ \ \ \ \ 'I I I , I I I I I i-----sc_A-LE-'N_FEET __________ A_o_o_,_r_,o_·N_A_L_e_x_P_LJ_o_R_li.._r_,o_N_M_A_P---'I LAKERIDGE ELEMENTARY SCHOOL RENTON, WASHINGTON ASSOCIATED I EARTH SCIENCES, INC 1------.--.---------il G93010A 3/94 FIGURE 1 I I I I I I I I I I I I I I I I I I I Number EB-12 EXPLORATION BORING LOG :c '::l ~a:: STANDARD PENETRATION SEDIMENT DESCRIPTION ~ a. is~ RESISTANCE w :E Blows/Foot Cl ~ a:: 31! (!) 10 20 30 ,- Wet, dark brown to brown, silly, ffne to medium - SAND with trace gravel, (RIil -' - -2.5 l ,- .... 2 ,.... -,.... ,-5.0 l ~ .... 14 ~ ~ ,.. 7.5 l - -Moist, Ilg ht brown to gray with orange mottling, silty, ,.... fine to medium SAND with some gravel. (Lodgement TIii, weathered In upper l to 2 feet) - -10.0 l ,.... ,.... BOH@ 11-1/2' .... r--12.5 ,.... .... ,-. ,-. r- ~ ~ ~ ... SUbsurface condll1ons depicted represent our obserVcllons at the ttme end locatton of ttJs e,ploratary hole. modified by geologic lnterpreta!lom. enghee!lng analysis, and Judgment. lhey are not necessan!y representative ot other ff mes and laca!lons. We wm not 44 .... - AO +50. accept re,ponslblllty for the use or lnterpretattan by Oth8" of lnformcllon presented on this log. Reviewed By\'--_ _J Associated Earth Sciences, Inc. 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 Phone: 206-827-7701 · ,--,... l"\f"'i,L Of")f C Al"\ A Lakeridge Elementary School Renton, Washington Project No. G93010A March 1994 l i 1: I: I! ' I I l , I ' I I I I \ ' I I I I I I I l l I l I I I l I I I I ' I I EXPLORATION BORING LOG Number EB-13 SEDIMENT DESCRIPTION Moist to wet, brown to light brown. silty, fine to medium SAND with trace gravel. (FIil) -- I- I- ~ w Cl ,__ 2.5 -- I-... -5.0 .... .... I- -7.5 l l ~ STANDARD PENETRATION RESISTANCE Blows/Foot 10 20 30 40 &3 .4 1----!--1---1----l----1 I I I I I I I I I Moist to damp. gray. sll1y. fine to medium SAND with some gravel. (Lodgement TIii) - -l 50/6' ·I - l--+---+---1----1----'1 I BOH@9' Note: Minor seepage at 7'. -10,0 - -12.5 -- I- 1-- .... I I I, I I SUbourtaoe condition< depicted represent our observatloru at 1he flme and locotton or this explorotory hole, modified by geologic I lnte,i,retattons, engineering aialysls. end ludgment. lhey ore not necesscnly repr"'8ntatfve al other fl mes and locatlON, We \ldll not accept f85!)0Nlbillty to,lhe use or Interpretation by athen ot 1ntormat1on presented en lhb 1og. Reviewed Byj ~ --1 Associated Earth Sciences, inc. 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 Phone: 206-827-7701 Lakerldge Elementary School Renton, Washington Project No. G93010A 1\./lr,r~h 1 OOLl I I I I I I I I I I I I I I I I I I I I I Number EB-14 EXPLORATION BORING LOG ~ ~ ~o:: STANDARD PENETRATION RESISTANCE a. 5~ SEDIMENT DESCRIPTION UJ ~ Blows/Foot 0 ;;s 0:: ~ (.!) 10 20 30 40 - ,- ,- - Moist to wet, Dght brown to brown to gray with -2.5 l deplh, silty, fine to medium SAND with trace -7 grovel ond organics. (Fill) ... .... .... ,- ,-5.0 I 9 ,- ~ ,- ,- ,- 1--7.5 l ..... 31 ... ..... .... ---•• • • •••••••••• •• •••••• •• •• •••• •••• ••••• • •• •• H •• •• •• •••• •• • • •••• • ••• • ••• ••••• ,-1 - 1-10.0 I -+50 Domp, groy,slity. fine to medium SAND wtth .... some grovel. (lodgement TIii) . ,- ,- 12.5 I BOH@ 13' ,-50/6" Note: Minor seepage ot 9-1 /2' ---- ,- .... - - SUbsorface eondJl!ons depicted mptesent our~ at the flmo and locallon or !his a,ploratO!Y hole, modlfled by geologic lnterpratattora, englneGrtng ana}ysls, and JUdgment. They ae not necessartf reprasentattve 01 other t1me1 ond locaftons. We "w'III not acc:apt responslblllly lo, the use or lnterproto11on by others of nrormatlon piosonted on lhls log. Reviewed By I ~- Associated Earth Sciences, Inc. 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 Phone: 206--827-7701 Lakeridge Elementary School Renton, Washington Project No. G93010A I\Al"'lrf'h 100/1 I I I I I I I I ----------------·. m TACOMA• SEATTLE Technical Information Report PREPARED FOR: Greene-Gasaway Architects, PLLC PO Box 4158 Federal Way, WA 98063-4158 PROJECT: Maplewood Heights Elementary School Portables 130 Jericho Avenue NE Renton, WA 98059 2160084.10 PREPARED BY: Anne M. Turpin, PE Project Engineer REVIEWED BY: William J. Fierst, PE Project Manager Sean M. Comfort, PE Principal DATE: April 2016 RECFI\/ED MAY 1 6 2016 Civil Engineers • Structural Engineers • Landscape Architects • Community Planners • Land Surveyors • Neighbors I I I I I I I I I I I I I I I I I I I I hereby state that this Technical Information Report for Maplewood Heights Elementary School Portables has been prepared by me or under my supervision, and meets the standard of care and expertise that is usual and customary in this community for professional engineers. I understand that City of Renton does not and will not assume liability for the sufficiency, suitability, or performance of drainage facilities prepared by me. Technical Information Report PREPARED FOR: Greene-Gasaway Architects, PLLC PO Box 4158 Federal Way, WA 98063-4158 PROJECT: ---------, Maplewood Heights Elementary School Portables 130 Jericho Avenue NE Renton, WA 98059 2160084.10 PREPARED BY: Anne M. Turpin, PE Project Engineer REVIEWED BY: William J. Fierst, PE Project Manager Sean M. Comfort, PE Principal DATE: April 2016 I I I I I I I I I I I I I I I I I I I Table of Contents Section Page 1.0 2.0 3.0 4.0 5.0 Project Overview ............................................................................................................................ 1 Conditions and Requirements Summary .................................................................................... 2 2.1 CR 1 -Discharge at the Natural Location ........................................................................... 2 2.2 CR 2 -Offsite Analysis ........................................................................................................ 3 2.3 CR 3 -Flow Control ............................................................................................................. 3 2.4 CR 4 -Conveyance System ................................................................................................ 4 2.5 CR 5 -Erosion and Sediment Control ................................................................................. 4 2.6 CR 6 -Maintenance and Operations .................................................................................. 5 2.7 CR 7 -Financial Guarantees and Liability .......................................................................... 5 2.8 CR 8 -Water Quality ........................................................................................................... 5 2.9 SR 1 -Other Adopted Requirements .................................................................................. 5 2.10 SR 2 -Flood Hazard Delineation ........................................................................................ 5 2.11 SR 3 -Flood Protection Facilities ........................................................................................ 5 2.12 SR 4 -Source Control ......................................................................................................... 5 2.13 SR 5 -Oil Control ................................................................................................................ 5 2.14 SR 6 -Aquifer Protection Area ........................................................................................... 5 Offsite Analysis .............................................................................................................................. 6 3.1 Task 1 -Study Area Definition arid Maps ........................................................................... 6 3.2 Task 2 -Resource Review ........... '. ..................................................................................... 7 3.3 Task 3 -Field Inspection .................................................................................................... 7 3.4 Task 4 -Drainage System Description and Problem Descriptions .................................... 9 Flow Control and Water Quality Facility Analysis and Design .................................................. 9 Conveyance System Analysis and Design ................................................................................ 10 6.0 Special Reports and Studies ...................................................................................................... 10 7.0 8.0 9.0 Other Permits ............................................................................................................................... 10 Construction Stormwater Pollution Prevention Plan (CSWPPP) Analysis and Design ....... 10 Bond Quantities, Facility Summaries, and Declaration of Covenant ..................................... 11 10.0 Operations and Maintenance Manual ........................................................................................ 11 11.0 Conclusion .................................................................................................................................... 11 Technical Information Report Maplewood Heights Elementary School Portables 2160084.10 mmm11 I I I I I I I I I I I I I I I I I I I Appendices Appendix A Technical Information Report (TIR) Worksheet Exhibits A-1 ............. Vicinity Map A-2 ............. Geotechnical Report A-3 ............. Existing Conditions Map A-4 ............. Site Plan A-5 ............. Existing Basin Map A-6 ............. Developed Basin Map A-7 ............. Conveyance Calculations A-8 ............. FIRM Rate Map A-9 ............. Operations and Maintenance Manual A-10 ........... City of Renton Bond Quantities Worksheet A-11 ........... The City of Renton COR Map Technical Information Report Maplewood Heights Elementary School Portables 2160084. 10 mmm11 I I I I I I I I I I I I I I I I I I I 1.0 Project Overview Maplewood Heights Elementary School is located at 130 Jericho Avenue NE on Parcel No. 0847100090, Renton, Washington. See Appendix A-1 for a Vicinity Map. The project site area is 8.67 acres, with 4.20 acres of existing impervious coverage. The 2016 portable classroom project proposes to install two double portable classrooms, ramps, stairs, and landings at Maplewood Heights Elementary School. See Appendix A-3 for the Existing Conditions Map and Appendix A-4 for the Site Plan. This would result in 3,584 square feet (SF) of impervious surface from the two portables· (160 replaced and 3,424 new). In addition, tlie project results in 2,379 SF new impervious surface from the walk, landings, mow curbs, and trench areas. This results in a total of 6,123 SF of new plus replaced impervious surfaces. The site will realize a net increase of 5,963 SF of impervious surfaces. See Appendices A-5 and A-6 for Existing and Developed Basin Maps. The project size is larger than the threshold basin areas contributing to the proposed gravel trenches because some work will occur in the areas contributing to the exiting gravel trenches. Table 1: Project Land Cover Areas A.mp (AC) Ap,N {AC) Total {AC) Existing 0.01 0.25 0.26 Proposed 0.15 0.11 0.26 Table 2: Threshold Basin Land Cover Areas A.mp (AC) ApoN (AC) Total {AC) Existing 0.01 0.18 0.19 Proposed 0.14 0.05 0.19 Table 3: Project Area Contributing to the Existing Trench System A.mp (AC) ApoN (AC) Total (AC) Existing 0.00 0.07 0.07 Proposed 0.01 0.06 0.07 Table 4: Threshold Basin Areas Breakdown Description (acres typ.) Onsite Onsite CACl CSFl Total Basin Area 0.19 8,349 Existing Impervious 0.01 160 Existing Pervious 0.18 8,189 Proposed Impervious 0.14 6,123 (Proposed Buildings: Two at 1,792 SF each) 0.08 3,584 (Proposed paving and ramps) 0.06 2,539 Proposed Pervious 0.05 2,104 Amount of New Impervious 0.13 5,963 Amount of Replaced Impervious 0.01 160 Amount of New Plus Replaced Impervious 0.14 6,123 Technical Information Report mmm11 Maplewood Heights Elementary School Portables 2160084.10 The 2009 King County Surface, Water Design Manual (KCSWDM) and City of Renton Amendments to the King County Surface Water Design Manual (February 2010) establish the methodology and design criteria used for the project. The Rational Method was used to determine conveyance capacities. 2.0 Conditions and Requirements Summary The project triggers Full Drainage Review because it results in more than 7,000 square feet of land disturbing activity and over 2,000 square feet of new and/or replaced impervious surface. Below is a summary of how the proposed project will meet the Core Requirements. Core Requirements (CR) 2.1 CR 1 -Discharge at the Natural Location There are two separate natural discharge locations for the project area. The natural discharge location of stormwater for the western portable project area is the grass field south of the existing portables. Stormwater flows southwest across the field to SE 2"d Place and is conveyed west along the north curb flow line of SE 2"d Place. Stormwater then enters a catch basin located southwest of the project site on SE 200 Place. Stormwater is then conveyed in an 8-inch pipe to a catch basin at the northeast corner of the intersection of SE 2"d Place and Jericho Avenue SE. Stormwater is then conveyed through an 18-inch concrete pipe through a series of catch basins west along SE 2"d Place, up to a storm manhole adjacent to the intersection of SE 2"d Place and Hoquiam Avenue SE. Stormwater is then conveyed to the south in a 48-inch pipe and outfalls to Maplewood Creek. The natural discharge location of stormwater for the eastern portable project area is the grass field south of the existing portables. Stormwater flows southeast across the field to SE 2"d Place and is conveyed east along the north curb flow line of SE 2"d Place until it enters the City system through a catch basin. The downstream pipe running east along SE 2"d Place is a 12-inch pipe that continues east for approximately 280 feet, until it reaches a catch basin (Facility ID No. 131933) located on the western flowline of the intersection of SE 2"d Place and Lyons Avenue NE. The runoff then continues approximately 32 LF east through a 12-inch pipe to a catch basin (Facility ID No. 131934) located on the eastern flowline of the intersection of SE 2M Place and Lyons Avenue NE. The runoff then continues approximately 14 LF southeast through a 12-inch pipe to a catch basin (Facility ID No. 132309) located in the Lyons Avenue NE eastern right-of-way. The runoff then continues approximately 270 LF east through a 12-inch pipe to a catch basin located in the back yard area of Parcel No. 6669030160. The runoff then continues another 270 LF east through a 12-inch pipe to a catch basin located in the back yard area of Parcel No. 6669030120. Here, the runoff is directed north in a 12-inch pipe for approximately 100 feet to a manhole located in the southern flow line of SE 2"d Court (Facility ID No. 131935). The runoff then continues approximately 60 feet northeast through a 12-inch pipe to a manhole (Facility ID No. 131936). The runoff then continues approximately 45 feet east through a 12-inch pipe, where it outfalls at the City of Renton Detention Pond located at the end of SE 2"d Court. After passing through the detention pond control structure, runoff is directed southeast in an 18-inch pipe for approximately 60 feet to an outfall located in the Maplewood Neighborhood Park, a forested area. Stormwater roof runoff from the proposed portables will be discharged from the roof with downspouts, and will flow through a series of proposed catch basins and cleanouts prior to discharging to a gravel-filled trench for flow control. A minimum of approximately 80 feet of grass-vegetated flow path segment is provided upon discharge from a gravel-filled trench, and thus exceeds the 25-foot minimum requirement specified per KCSWDM C2.4.4. Roof and site runoff will flow overland and discharge at the natural location, and thus will not adversely affect downstream properties or drainage systems. Technical /nfonnation Report Maplewood Heights Elementary School Portables 2160084.10 2 mmm11 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 2.2 2.3 CR 2 • Offsite Analysis AHBL staff performed a Level One Downstream Analysis for the project on April 9, 2016. The analysis included: • Defining and mapping the study area . • Reviewing available information on the study area . • Field inspecting the study area. • Analyzing the existing drainage system, including its existing and predicted problems, if any. Please refer to Section 3.0 for the full offsite analysis. CR 3 • Flow Control Full dispersion of roof runoff was evaluated. Per Appendix C.2.1.1 of the KCSWDM, a native, vegetated, flow path segment of at least 100 feet in length must be available along the flow path that runoff would follow upon discharge from a dispersion device. A native, vegetated, flow path of 100 feet is not available onsite. Therefore, full dispersion is not feasible. · Full infiltration of roof runoff was evaluated. Based on the infiltration assessment by Associated Earth Sciences, Inc. (found in Exhibit A-2, pg. 2), the soils are described as medium dense to very dense Vashon lodgement till. The glacial till soils are not recommended for infiltration due to the very dense and fine-grained nature. Therefore, full infiltration is not feasible. Based on Figure C.1.3.A of the KCSWDM, one or more of the following Best Management Practices (BMPs) must be implemented for target impervious surface not addressed with full dispersion or with full infiltration of roof runoff: 1. Full Infiltration -As described in the geotechnical report, the site soils do not allow for sufficient infiltration; therefore.' full infiltration is not feasible. Please see Exhibit A-2. 2. Limited Infiltration -As described in the geotechnical report, the site soils do not allow for sufficient infiltration; therefore, limited infiltration is not feasible. Please see Exhibit A-2. 3. Basic Dispersion - a. b. Splash Blocks -Per KCSWDM C2.4.2, splash blocks require a SO-foot vegetated flow path between the dispersion device and any downstream impervious surface or drainage feature. The proposed asphalt walks range from Oto 13 feet away from the building; therefore, splash blocks are not feasible. Rock Pads -Per KCSWDM C2.4.3, rock pads require a SO-foot vegetated flow path between the dispersion device and any downstream impervious surface or drainage feature. The proposed asphalt walks range from Oto 13 feet away from the building; therefore, splash blocks are not feasible. Technical Information Report mmmm Maplewood Heights Elementary School Portables 2160084.10 3 2.4 2.5 C. d. Gravel-Filled Trenches -The project proposes two gravel-filled trenches. The gravel-filled trenches are described in the next paragraph. Based on the pre-application meeting with AHBL and Jan Illian of City of Renton 'on March 31, 2016, dispersion was determined to be an acceptable flow control measure for this project. Sheet Flow -Per KCSWDM C2.4.5, sheet flow is not used for roof downspouts; therefore, sheet flow is not feasible. Two gravel-filled trenches are proposed for this project. A summary of the area tributary to each gravel-filled trench is shown below: Impervious Pervious Impervious Equivalent Length ISFl (SF) n+p•11001sooo111sF1 (FT) Gravel-Filled 2,867 715 2,967 42 Trench 1 Gravel-Filled 3,416 1,389 3,610 52 Trench 2 Section C.2.4.4 of the KCSWDM states that the gravel trench size shall be designed at a ratio of 10 feet of trench per 700 SF impervious (or 5,000 SF pervious) tributary to the trench. Therefore, the length of each gravel-filled trench was determined by calculating the impervious equivalent tributary area to the gravel-filled trench. See Exhibit A-6 for the location of each gravel-filled trench. A minimum of approximately 80 feet of grass-vegetated flow path segment is provided upon discharge for each gravel trench, and thus exceeds the 25-foot minimum requirement. CR 4 • Conveyance System The two new double portable classrooms will include downspouts that tie into roof drain systems prior to entering proposed catch basins and gravel-filled trenches onsite. Based on Section 1.2.4.1 of the KCSWDM, new pipe systems shall be designed with sufficient capacity to convey and contain the 25-year peak flow, with a minimum of 6 inches of freeboard between the design water surface and structure grate. In addition, runoff from the 100-year peak storm event cannot create or aggravate a severe flooding problem or severe erosion problem. The new pipe system has sufficient capacity for a 25-year peak flow. Catch basin rims do not overtop in the 100-year peak storm event, and there is more than 6 inches of freeboard between the design water surface and structure grate during the 25-year peak storm event. No severe flooding problems or severe erosion problems are created or aggravated in the 100-year storm event. See Appendix A-7 for the conveyance basin and calculations. CR 5 -Erosion and Sediment Control Onsite land disturbance will consist of clearing the work site (approximately 11,000 SF), small amounts of demolition, and regrading for placement of four catch basins, five area drains, and two gravel-filled trenches. Erosion and sediment control will be provided with the use of temporary and permanent seeding within the work limits, silt fence or wattles, and inlet sediment protection. A Temporary Erosion and Sedimentation Control Plan.is included in the plan set. See Section 8.0 for Construction Stormwater Pollution Prevention Plan (CSWPPP) Analysis and Designs. Technical Information Report mmm11 Maplewood Heights Elementary School Portables 2160084.10 4 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I .2.6 2.7 2.8 CR 6 • Maintenance and Operations Maintenance and operations of all drainage facilities will be maintained by the owner. The project proposes new area drains and catch basins onsite. See Appendix A-9 for the Operations and Maintenance Manual. CR 7 • Financial Guarantees and Liability This project will provide financial guarantees and liability per City of Renton requirements. See Appendix A-10 for the City of Renton Bond Quantities Worksheet. CR 8 • Water Quality No pollution generating surfaces are proposed as part of this development; therefore, the development meets the Surface Area Exemption. CR 8 will not apply. ·• Special Requirements (SR) 2.9 SR 1 -Other Adopted Requirements The project is included in the Lower Cedar River Drainage Basin. City and County basin requirements will be followed where applicable. 2.10 SR 2 -Flood Hazard Delineation The proposed project is not in or adjacent to the 100-year floodplain. See Appendix A-8 for the FIRM Rate Map. 2.11 SR 3 • Flood Protection Facilities This project does not rely on existing flood protection facilities, nor will it modify or construct new. flood protection facilities. 2.12 SR 4 • Source Control The proposed project is an educational facility; therefore, it does not fit the definition of a commercial, industrial, or multi-family site for source control purposes. 2.13 SR 5 • Oil Control The site does not meet high use criteria and is not subject to oil control measures. 2.14 SR 6 -Aquifer Protection Area The project is not located within an aquifer protectio.n zone. See Appendix A-11 for City of Renton COR Map Districts and Development Conditions. Technical Information Report Maplewood Heights Elementary School Portables 2160084.10 5 mmm11 3.0 Offsite Analysis There are no upstream tributary areas contributing drainage to the basin area. 3.1 Task 1 -Study Area Definition and Maps Maplewood Heights Elementary School proposes to place two new portable buildings on the 8.67-acre site located at 130 Jericho Avenue SE in Renton, Washington. AHBL staff visited the site on April 9, 2016. The project site lies within the Lower Cedar River Drainage Basin, as delineated by the King County Water Features Map. Welland signage was observed south of SE 2"'. Place adjacent to Maple Creek. The existing project site consists of four double classroom portables, four portable r.!lmps, associated asphalt walks, a storage container. and grassed area with a dispersal trench. The project site basin receives no upstream stormwater. In existing conditions, there are two discharge locations from the project site, one each for the west and east portables. The majority of the stormwater from the west proposed portable location sheet flows 80 feet southwest through grassed area to SE 2°' Place. Contrary to the COR Map, this stormwater flows west along the SE 2"' Place curb line. Stormwater enters a catch basin southwest of the project site on SE 2"' Place. Stormwater is then conveyed in an 8-inch pipe to a catch basin at the northeast corner of the intersection of SE 2"" Place and Jericho Avenue SE. The stormwater is then conveyed through an 18-inch concrete pipe through a series of catch basins west along SE 2"' Place, up to a storm manhole adjacent to the intersection of SE 2°' Place and Hoquiam Avenue SE. Stormwater is then conveyed to the south in a 48-inch pipe and outfalls to Maplewood Creek. Stormwater runoff from the eastern proposed portable location is also conveyed via downspouts and splash blocks. and sheet flows 80 feet south through grassed area to SE 2"' Place. It is conveyed east along the north curb flow line of SE 2°' Place until ii enters the city system through a catch basin. The downstream pipe running east along SE 2"' Place is a 12-inch pipe that continues east for approximately 280 feet, until ii reaches a catch basin (Facility ID No. 131933) located on the western flowline of the intersection of SE 2"' Place and Lyons Avenue NE. The runoff then continues approximately 32 LF east through a 12-inch pipe to a catch basin (Facility ID No. 131934) located on the eastern flowline of the intersection of SE 2"' Place and Lyons · Avenue NE. The runoff then continues approximately 14 LF southeast through a 12-inch pipe to a catch basin (Facility ID No. 132309) located in the Lyons Avenue NE eastern right-of-way. The runoff then continues approximately 270 LF east through a 12-inch pipe to a catch basin located in the back yard area of Parcel No. 6669030160. The runoff then continues another 270 LF east through a 12-inch pipe to a catch basin located in the back yard area of No. 6669030120. Here, the runoff is directed north in a 12-inch pipe for approximately 100 feet to a manhole located in the southern flow line of SE 2"' Court (Facility ID No. 131935). The runoff then continues approximately 60 feet northeast through a 12-inch pipe to a manhole (Facility ID No. 131936). The runoff then continues approximately 45 feet east through a 12-inch pipe, where it outfalls al the City of Renton Detention Pond located at the end of SE 2"' Court. After passing through the detention pond control structure, runoff is directed southeast in an 18-inch pipe for approximately 60 feet to an outfall located in the Maplewood Neighborhood Park, a forested area (see Section 3.3 below). Technical lnfonnation Report mmm11 Maplewood Heights Elementary School Portables 2160084.10 6 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 3.2 3.3 Task 2 -Resource Review The following resources were reviewed to discover any existing or potential problems in the study area: • • • • • • Civil Engineering Plans: Maplewood Heights Elementary School, dated April 10, 1996, prepared by Waldron Pomeroy Smith Foote & Akira Architects. Civil Engineering Plans: Maplewood Heights Elementary School, dated April 15, 2015, prepared by AHBL Inc. FEMA Map: FEMA Flood Insurance Rate Map 53033C0982F, dated May 16, 1995, indicates that the project site lies within Zone X -areas determined to be outside the 500-year floodplain (see Exhibit A-8). King County iMAP: The project site is not located in any of the following mapped critical areas: o Coal Mine Hazard Areas o Erosion Hazard Areas o Landslide Hazard Areas o Seismic Hazard Areas o Critical Aquifer Recharge Areas o 100-Year Flood Plain o Wetlands Soils Information: Site soils have been classified as medium dense to very dense Vashon lodgement till, overlain in places by fill, based on a Geotechnical Report dated March 16, .2015, prepared by Associated Earth Sciences, Inc. (see Exhibit A-2). City of Renton COR Maps: The downstream basins were delineated using City of Renton COR Maps, along with a site visit on April 9, 2016. Task 3 -Field Inspection On April 9, 2016, AHBL staff performed a Downstream Analysis of the drainage system receiving stormwater runoff from the proposed portable classrooms at Maplewood Heights Elementary School. 1. 2. 3. 4. Investigate any problems reported or observed during the resource review: No problems were reported or observed during the resource review. Locate all existing/potential constrictions or lack of capacity in the existing drainage system: No constrictions or lack of capacity in the existing drainage system was observed. Identify all existing/potential downstream drainage problems, as defined in Section 1.2.2.1: No existing/potential downstream drainage problems were observed. Identify existing/potential overtopping, scouring, bank sloughing, or sedimentation: No existing/potential overtopping, scouring, bank sloughing, or sedimentation was observed. Technical Information Report mmm11 Maplewood Heights Elementary School Portables 2160084.10 7 5. 6. 7. 8. Identify significant destruction of aquatic habitat or organisms (e.g., severe siltation, back erosion, or incision in a stream): No significant destruction of aquatic habitat or organisms was observed. Collect qualitative data on features such as land use, impervious surfaces, topography, and soil types: The land use on the project site is a school site, which consists of four double classroom portables, four portable ramps, associated asphalt walks, a storage container, and grassed area with dispersal trench to the south. The project site area is 8.67 acres, with 4.20 acres of existing impervious coverage. Collect information on pipe sizes, channel characteristics, drainage structures, and relevant critical areas (e.g., wetlands, stream, and steep slopes): Pipe sizes were determined by using survey information and City of Renton COR Maps. The proposed western portable will drain to the west along SE 2"" Place and the proposed eastern portable will drain to the east. The following is a detailed description of the two drainage patterns. Western Portable Location: Drainage sheet flows over approximately 80 LF of grassy play area; the runoff flows west along the northern edge of SE 2nd Place until it enters the city system. Contrary to the COR map, the runoff continues westward through a catch basin (Facility ID No. 116024) on the northeast corner of Jericho Avenue SE and SE 2"d Place, and then under Jericho Avenue SE to a catch basin (Facility ID No. 116028) on the northwest corner of Jericho Avenue SE and SE 2 00 Place. Pipe continues in the westward direction in an 18-inch pipe until reaching a manhole at the intersection of Hoquiam Avenue SE and SE 2"d Place, where the drainage is conveyed south in a 48-inch storm pipe to Maplewood Creek. Wetland area signs were observed at Maplewood Creek; however, the wetland is not within 0.25 mile, according to the COR Map. Eastern Portable Location: Drainage sheet flows over approximately 80 LF of grassy play area and east along the northern edge of SE 2nd Place, until it enters the city system through a catch basin. The downstream pipe running east along SE 2nd Place is a 12-inch pipe that continues east for approximately 280 feet, until it reaches a catch basin (Facility ID No. 131933) located on the western flowline of the intersection of SE 2nd Place and Lyons Avenue NE. The runoff then continues approximately 32 LF east through a 12-inch pipe to a catch basin (Facility ID No. 131934) located on the eastern flowline of the intersection of SE 2nd Place and Lyons Avenue NE. The runoff then continues approximately 14 LF southeast through a 12-inch pipe to a catch basin (Facility ID No. 132309) located in the Lyons Avenue NE eastern right-of-way. The runoff then continues approximately 270 LF east through a 12-inch pipe to a catch basin located in the back yard area of Parcel No. 6669030160. The runoff then continues another 270 LF east through a 12-inch pipe to a catch basin located in the back yard area of No. 6669030120. Here, the runoff is directed north in a 12-inch pipe for approximately 100 feet to a manhole located in the southern flow line of SE 2"" Court (Facility ID No. 131935). The runoff then continues approximately 60 feet northeast through a 12-inch pipe to a manhole (Facility ID No. 131936). The runoff then continues approximately 45 feet east through a 12-inch pipe, where it outfalls at the City of Renton Detention Pond located at the end of SE 2"d Court. After passing through the detention pond control structure, runoff is directed southeast in an 18-inch pipe for approximately 60 feet to an outfall located in the Maplewood Neighborhood Park, a forested area. Verify tributary basins delineated in Task 1: Based on the topography onsite, the basin delineation based on the survey was confirmed. Technical Information Report mmm11 Maplewood Heights Elementary School Portables 2160084.10 8 I I I I I I I I I I I I I I I I I I I ~------------ I I I I I I I I I I I I I I I I I I I 3.4 4.0 9. Contact neighboring property owners or residents in the area about past or existing drainage problems, and describe these in the report (optional): This requirement is not applicable for this project. 10. Note the date and weather conditions at the time of the inspection: The site visit occurred on April 9, 2016. The weather was overcast and 60 degrees. Task 4 -Drainage System Description and Problem Descriptions The natural discharge location of stormwater for the project area is the grass field south of the existing portables. Stormwater will flow from the proposed portables to catch basins via roof drains and closed conveyance piping to two gravel-filled trenches along the south side of the proposed portables. Stormwater isrnrroposed to sheet flow from the gravel-filled trenches through a vegetated flow path toward SE 2 Place. Stormwater from the western portable will flow southwest, until it reaches SE 2"" Place. This stormwater then flows west along the SE 2"" Place curb line. Stormwater enters a catch basin southwest of the project site on SE 2"" Place. Stormwater is then conveyed in an 8-inch pipe to a catch basin at the northeast corner of the intersection of SE 2"" Place and Jericho Avenue SE. Stormwater is then conveyed through an 18-inch concrete pipe through a series of catch basins west along SE 2"" Place, up to a storm manhole adjacent to the intersection of SE 2"" Place and Hoquiam Avenue SE. Stormwater is then conveyed to the south in a 48-inch pipe and outfalls to Maplewood Creek. Once the stormwater-from the eastern portable passes through the gravel-filled trench, it flows southeast until it reaches SE 2"" Place. The runoff will flow east along the northern edge of SE 2"" Place until it enters the city system through a catch basin. The downstream pipe running east along SE 2"" Place is a 12-inch pipe that continues east for approximately 280 feet, until it reaches a catch basin (Facility ID No. 131933) located on the western flowline of the intersection of SE 2"" Place and Lyons Avenue NE. The runoff then continues approximately 32 LF east through a 12-inch pipe to a catch basin (Facility ID No. 131934) located on the eastern flowline of the intersection of SE 2nd Place and Lyons Avenue NE. The runoff then continues approximately 14 LF southeast through a 12-inch pipe to a catch basin (Facility ID No. 132309) located in the Lyons Avenue NE eastern right-of-way. The runoff then continues approximately 270 LF east through a 12-inch pipe to a catch basin located in the back yard area of Parcel No. 6669030160. The runoff then continues another 270 LF east through a 12-inch pipe to a catch basin located in the back yard area of No. 6669030120. Here, the runoff is directed north in a 12-inch pipe for approximately 100 feet to a manhole located in the southern flow line of SE 2nd Court (Facility ID No .. 131935). The runoff then continues approximately 60 feet northeast through a 12 inch pipe to a manhole (Facility ID No. 131936). The runoff then continues approximately 45 feet east through a 12-inch pipe, where it outfalls at the City of Renton Detention Pond located at the end of SE 2nd Court. After passing through the detention pond control structure, runoff is directed southeast in an 18-inch pipe for approximately 60 feet to an outfall located in the Maplewood Neighborhood Park, a forested area No signs of flooding, overtopping, or erosion were evident at the time of the inspection. Flow Control and Water Quality Facility Analysis and Design See Sections 2.3 and 2.8 above for the Flow Control and Water Quality Analysis sections. Technical Information Report mmm11 Maplewood Heights Elementary School Portables 2160084.10 9 5.0 6.0 7.0 8.0 Conveyance System Analysis and Design The project proposes collection of storm drainage from the two proposed double classroom portables via roof drain systems that drain to proposed catch basins onsite. Storm drainage from proposed asphalt pavement and grassed areas sheet flow to five proposed area drains onsite, prior to connection to gravel-filled trenches along the south side of the project site. Conveyance capacity calculations are included in Appendix A-7. Special Reports and Studies A Geotechnical Report dated March 16, 2015, prepared by Associated Earth Sciences, Inc., can be found in Appendix A-2. Other Permits No other permits are required as part of this proposed development. Construction Stormwater Pollution Prevention Plan (CSWPPP) Analysis and Design The proposed development shall comply with guidelines set forth in City of Renton drainage requirements. The plan will include erosion/sedimentation control features designed to prevent sediment-laden runoff from leaving the site or adversely affecting critical water resources during construction. The following measures are shown on the ESC plans and will be used to control sedimentation/ erosion processes: • Clearing Limits -All areas to remain undisturbed during the construction of the project will be delineated prior to any site clearing or grading. • Cover Measures -Cover measures will be implemented for the disturbed areas. • • • • • • • • Perimeter Protection -Filter fabric fences for site runoff protection will be provided at the downstream site perimeter. Traffic Area Stabilization -Traffic area stabilization is not applicable for this project. Sediment Retention -Inlet sediment protection will be utilized as part of this project. Storm Drain Inlet Protection -Inlet sediment protection will be provided on all new and existing catch basins downstream of construction activities. Surface Water Collection -Catch basins and conveyance pipes will provide surface water collection. Dewatering Control -Dewatering Control is not applicable for this project. Dust Control -Dust control measures, including sweeping and water truck, will be implemented when exposed soils are dry to the point that wind transport is possible, and roadways, drainage ways, or surface waters are likely to be impacted. Flow Control -Flow control is provided with three gravel-filled trenches along the south side of the project site. Technical Information Report mmm11 Maplewood Heights Elementary School Portables 2160084. 10 10 I I I I I I I I I I I I I I I I I I I I I I I .I I I I I I I I I I I I I I I 9.0 Bond Quantities, Facility Summaries, and Declaration of Covenant See Section 2.7 above for CR 7-Financial Guarantees and Liability. See Appendix A-10 for the City of Renton Bond Quantities Worksheet. Facility Summaries and Declaration of Covenant are not applicable to this project. 10.0 Operations and Maintenance Manual Maintenance and operations of all drainage facilities will be maintained by the owner. The project proposes new catch basins onsite. See Appendix A-9 for operations and maintenance information. 11.0 Conclusion This site has been designed to meet or exceed the requirements of the 2009 King County Surface Water Design Manual, as amended by the City of Renton Amendments to the King County Surface Water Design Manual (February 2010). Flow calculations and modeling utilize City of Renton standards for sizing stormwater conveyance. This analysis is based on data and records either supplied to or obtained by AHBL. These documents are referenced within the text of the analysis. The analysis has been prepared using procedures and practices within the standard accepted practices of the industry. AHBL, Inc. /// .,--·-,,-. I t,v .Mt ,;,:o/"'-/ Anne M. Ttlrpin, PE Project Engineer AMT/lsk April 2016 Q:\2016\2160084\WORDPROC\Reports\20160419 Rpt (TIR) 2160085.10.docx Technical Information Report Maplewood Heights Elementary School Portables 2160084.10 ,, mmm11 I I I I I I I I I I I I I I I I I I I Appendix A Technical Information Report (TIR) Worksheet Exhibits A-1 .................... Vicinity Map A-2 .................... Geotechnical Report A-3 .................... Existing Conditions Map A-4 .................... Site Plan A-5 .................... Existing Basin Map A-6 .................... Developed Basin Map A-7 .................... Conveyance Calculations A-8 .................... FIRM Rate Map A-9 .................... 0perations and Maintenance Manual A-10 .................. City of Renton Bond Quantities Worksheet A-11 .................. The City of Renton COR Map Technical Information Report Maplewood Heights Elementary School Portables 2160084. 10 mmm11 I I I I I 'I I I I I I I I I I I I I I I KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Project Owner KENro/J ScHQot. Q,sricrcc Phone lfZ<,'-4 2Q ':£ -l/1.{c Z, Address '?51 2.-S / 2.LI T~ Sf. 5 f?/T rr1.-1;., tv' A <f 'i? < 7 ~ Project Engineer Anne Turpin Company Al-I BL Phone ; ~~rt ~ > ,'vp~';9~JJt)j,rHec D Landuse Services Subdivison / Short Subd. / UPD D Building Services M/F / Commerical / SFR ~ Clearing and Grading D Right-of-Way Use D Other Technical Information Report Type of Drainage Review (£yW / Targeted / (circle): Large Site Date (include revision dates): Date of Final: Project Name f. .... v/""tl"-f,""l/;,..,~ /y""'' C."'-'0"'-1?-'-'""""'-"'-''--"-'-'-'- DDES Permit# --------- ,.., '2 Location Township ,.,. _, Range D > Section ~l...,S~---- Site Address j 30 JCflro-10 /tve. 5S, . ,St,JTOtv, W fl D DFWHPA D Shoreline D COE404 Management D DOE Dam Safety D Structural RockeryNaulU __ D FEMA Floodplain D ESA Section 7 D COE Wetlands D Other fl/A Site Improvement Plan (Engr. Plans) Type (circle one): <FLill'l / Modified / ~IISite Date {include revision dates): Date of Final: Type (circle one): Standard / Complex / Preapplication / Experimental/ Blanket /.J / A Description: {include conditions in TIR Section 2) ~ A- Date of A roval: N /It c.=.;==.=.:..=.;:..::..:..::::.:....---------------------------'; 2009 Surface Water Design Manual 1/9/2009 1 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT {TIR) WORKSHEET Monitoring Required: Yes @ Start Date: N f A --'--'------- Comp I et ion Date: __ ,tf-+-/11 ______ _ Community Plan: N Ew C,M,[l,i;' Special District Overlays:----------------------- Drainage Basin: lOW/2/Z. Ct;PAR-et vG1C.. Stormwater Requirements: ---------------------- •··~~1-A1k,~~~~t~1~~~:~~j~<S~~l~§~~lt~:;~~i·!isI\;,,ff;:· D River/Stream D Steep Slope --------- 0 Lake D Erosion Hazard ------- ~ Wetlands Wetlands are on adjacent sites D Landslide Hazard -------0 Closed Depression D Coal Mine Hazard------- 0 Floodplain D Seismic Hazard ------- ~ Other (IJ /(). D Habitat Protection D ------ Part 10 SOILS · Soil Type . ~ L , IHdt.M :vl f.ra,Oo/ {,,r1, D High Groundwater Table (within 5 feet) D Other _________ _ D Additional Sheets Attached 2009 Surface Water Design Manual Slopes 1-IS' 2 D Sole Source Aquifer D Seeps/Springs Erosion Potential M.&µ., k 1/9/2009 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET REFERENCE D Core 2 -Offsite Analysis D Sensitive/Critical Areas D SEPA W Other tv(P. D ___________ _ D Additional Sheets Attached LIMITATION/ SITE CONSTRAINT .. ,, .. ~.,,.,\'.;1i\~:,_..,,,, . .,.,,. ,. , , ··. _-,-,'_, :,, ,;,: ParU2.HIR SUMMARY SHEET • ::t·"· .:.:;)://?'·_:_::>:::(\if'.':>J'-J' :\/c,\·:: ,:\ .. \\'.;1i-.:;<:: t1?\Ci<.: ,. ··.\ ,'.:'·._:,-.:<,:{/(':tiCii'..'(f? •i dtifovide oneTIR•Summarv Sheet per Threshold Dischaf!le:Area)~>, Threshold Discharge Area: (name or descriotionl S'-w~c'-"' S0 1TG Core Requirements (all 8 apply) Discharae at Natural Location Number ot Natural Discharae Locations: 2 Offsite Analysis Level: 0)1 2 I 3 dated: 04/09/2016 • - Flow Control Level: 1 !(JJI 3 or Exemption Number (incl. facility summary sheet) Small Site BMPs Conveyance System Spill containment located at: t-ll~ Erosion and Sediment Control ESC Site Supervisor: iBP t\F'TE:12 PJ2 O)cc r Contact Phone: I After Hours Phone: Aw ARD,;;; o Maintenance and Operation Responsibility: Private I t'UbOC) If Private, Maintenance Loa Reauired: Yes / No Flnenclal Guarantees and Provided: ~I No Liability Water Quality Type: Basic I Sens. Lake I Enhanced Basicm I Bog (include facility summary sheet) or Exemption No. J Landscape Management Plan: Yes I No Special Requirements (as aoolicablel Area Specific Drainage Type: CDA / SDO / MDP / BP / LMP / Shared Fae. / None Reauirements Name: }.//ff- Floodplain/Floodway Delineation Type: Major I Minor I Exemption I None t,J //J 100-year Base Flood Elevation (or range): Datum: Flood Protection Facilities Describe: fl /Ir Source Control Describe landuse: (comm./industrial landuse) Describe any structural controls: rl/A 2009 Surface Water Design Manual 3 1/9/2009 ' ·\-:f}1V}: ; ·,·:·· \''i:, KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Oil Control High-use Site: Yes~ Treatment BMP: Maintenance Agreement: Yes {[]j; with whom? Other Drainage Structures Describe: /Y+5 / r,/ '>, Cl-O ", I:;.{) C;; I-iv £; 'r' /.J-ts;cE PrP£-a,f24,v;;:L {,,4 ,c. ti -,. (lap;O 7726.NC:::..(-'§ ''Part 13·' EROSION AND';:SEDIMENT CONTROL REQUIREMENTS .... ,, ·•· ,; :.· MINIMUM ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION AFTER CONSTRUCTION ~!earing Limits ! S.oT= """""' .... = Cover Measures Remove and Restore Temporary ESC Facilities D Perimeter Protection Clean and Remove All Silt and Debris, Ensure D Traffic Area Stabilization Operation of Permanent Facilities D Sediment Retention D Flag Limits of SAO and open space D Surface Water Collection preservation areas D Other D Dewatering Control Ji:I Dust Control D Flow Control Part 14. STORMWATERFACILITY DESCRIPTIONS (Note:lriclud,f Facilitv. Summarv arid Sketch l •. .< '·.''i)ii Flow Control Tvne/Descriotion Water Qualitv Tvne/Descriotion D Detention D Biofiltration D Infiltration D Wetpool D Regional Facility D Media Filtration D Shared Facility D Oil Control D Flow Control D Spill Control BMPs D Flow Control BMPs ijl" Other Gr~,gv~1 f-lll&r> . TfZ.6/V l i--1 D Other ' ~ tJ ff. 2009 Surface Water Design Manual 4 1/9/2009 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 15 EASEMENTSrrRACTS D Drainage Easement 0 Covenant 0 Native Growth Protection Covenant 0 Tract D Other ,r-,_/ I A· I.' Part 16. STRUCTURALANALYSIS D Cast in Place Vault 0 Retaining Wall D Rockery > 4' High 0 Structural on Steep Slope D Other /J (tr l-'.-P"'artc,_..,_17~S:::::l:o:.G:!.:Ne..;Ac:.T:::.U!..!R=.E..::O:.,.F...:.P...:.R.,_,O""F..::E:,:S:,:Se.:IO""N:::.A.:,L,._,E:::N.:.:G:::::l:!.:N-'=E-'=E!..!R ____ ~-~----------- I, or a civil engineer under my supervision, have visited the site. Actual site conditions as observed were incorporated into this worksheet and the attached Technical Information Report. To the best of my knowledge the information provided here is accurate. / ---r , q?',4,tt /~u. April 19, 2016 Sinned/Date / 2009 Surface Water Design Manual 5 1/9/2009 I I I I I I I I I I I I I I I I I I I March 16, 2015 Project No. KE150128A Renton School District c/o Greene Gasaway Architects, PLLC P.O. Box 4158 Federal Way, Washington 98062 Attention: Mr. Sam Rosendahl Subject: Document Review associated earth sciences incorporc~ted Portable Classroom Placements Renton School District Multiple Locations Dear Mr. Rosendahl: This report presents the results of Associated Earth Sciences, lnc.'s (AESl's) review of AESl's past project files and exploration logs at schools currently planned to receive new portable classrooms. This summary of available subsurface exploration information has been prepared for the eight elementary schools identified by Greene Gasaway Architects, PLLC. Where past explorations have been identified, preliminary findings, including our opinion regarding the feasibility of storm water infiltration, are provided. Written authorization to proceed with this study was granted by Greene Gasaway Architects, PLLC. This review was accomplished in general accordance with our original proposal letter dated March 6, 2015. This report has been prepared for the exclusive use of the Renton School District, and its agents, for specific application to this project. Within the limitations of scope, schedule, and budget, our services have been performed in accordance with generally accepted geotechnical engineering and engineering geology practices in effect in this area at the time our report was prepared. No other warranty, express or implied, is made. PROJECT AND SITE DESCRIPTIONS - We understand that the Renton School District is proposing the placement (or replacement) of portable classroom buildings at the following elementary schools: · Kirkland Office I 911 Fifth Avenue I Kirkland, WA 98033 PI 425.827.7701 Fl 425.827.5424 Everett Office I 2911 Y. Hewitt Avenue, Suite 2 I Everett, WA 98201 P I 425.259.0522 F I 425.252.3408 Tacoma Office I 1552 Commerce Street, Suite 102 I Tacoma, WA 98402 P I 253.722.2992 F I 253.722.2993 www.aesgeo.com I I I I I I I I I I I I I I I I I I I Portable Classroom Placements Renton School District Proposed placement during 2015 Document Review • Maplewood Heights: 130 -Jericho Avenue SE, Renton, Washington • Hazelwood: 7100 -116th Avenue SE, Newcastle, Washington • Campbell Hill: 6418 S 1241h Street, Seattle, Washington • Sierra Heights: 2501-Union Avenue NE, Renton, Washington Proposed placement possibly during 2016 • Tiffany Park: 1601 Lake Youngs Way SE, Renton, Washington • Talbot Hill: 2300 Talbot Road South, Renton, Washington • Lakeridge: 7400 South 1151h Street, Seattle, Washington • Bryn Mawr: 8212 South 1181h Street, Seattle, Washington We understand that the portable buildings will be self-contained, and each will consist of a wood-frame building supported on concrete foundation bearing strips. A crawl-space floor design is expected, without a slab-on-grade floor. We understand that infiltration of collected storm water is currently under consideration for the proposed portable buildings. AESI DOCUMENT REVIEW -FINDINGS AESI has completed a review of AESl's past project files and exploration logs ofthe above-listed sites. The following sections provide a brief overview of the anticipated subsurface conditions at each site, based on the data gathered during our _document review. Copies of previous AESI exploration logs and site plans reviewed for this study are attached to this report. Maplewood Heights Elementary School AESI completed subsurface explorations at the Maplewood Heights Elementary School (ES) site in January 2012 and January 2015. In summary, these explorations encountered medium dense to very dense Vashon lodgement till, overlain in places by fill. The Vashon lodgement till is generally considered suitable for foundation support of portable classroom structures. We consider the density and texture of the lodgement till encountered in our past explorations, along with our previous experience with sites exhibiting similar soil conditions, to preclude the use of infiltration for the handling of storm water runoff at the Maplewood Heights ES site, in our opinion. March 16, 2015 ASSOCIATED EARTH SCIENCES, INC. JPL/pc-KE150128A2-Projecrs\20150128\KE\WP Page 2 I I I I I I I I I I I I I I I I I I I Portable Classroom Placements Renton School District Hazelwood Elementary School Document Review AESI completed subsurface explorations at the Hazelwood ES site in June, July, August and November 2003, and February 2004. In summary, these explorations encountered medium dense to very dense Vashon lodgement till, Vashon advance outwash, and Tukwila Formation bedrock, overlain in places by fill. The lodgement till, advance outwash, and bedrock are generally considered suitable for foundation support of portable classroom structures. We consider the density and texture of the lodgement till, and bedrock encountered in our past explorations, along with our previous experience with sites exhibiting similar soil/rock conditions, to preclude the use of infiltration for the handling of storm water runoff. The Vashon advance outwash soils, encountered primarily at the northern and eastern portions of the Hazelwood ES site, may be conducive to storm water infiltration. We recommend a site-specific exploration for the proposed portables to evaluate the feasibility of storm water infiltration at the planned locations of the new structures. Campbell Hill Elementary School AESI completed subsurface explorations at the Campbell Hill ES site in December 2000. In summary, these explorations encountered medium dense to very dense ablation till, lodgement till, and Tukwila Formation bedrock, overlain in places by fill. The ablation till, lodgement till, and bedrock are generally considered suitable for foundation support of portable classroom structures. We consider the vari_ability in density and texture of the ablation till, the density and texture of the lodgement till, and bedrock encountered in our past explorations, along with our previous experience with sites exhibiting similar soil/rock conditions, to preclude the use of infiltration for the handling of storm water runoff at the Campbell Hill ES site, in our opinion. S_lerra Heights Elementary School AESI completed subsurface explorations at the Sierra Heights ES site in September 1993. In summary, these explorations encountered very dense Vashon lodgement till, overlain in places by fill. The Vashon lodgement till is generally considered suitable for foundation support of portable classroom structures. We consider the density and texture of the lodgement till encountered in our past explorations, along with our previous experience with sites exhibiting similar soil conditions, to preclude the use of infiltration for the handling of storm water runoff at the Sierra Heights ES site, in our opinion. Tiffany Park Elementary School Our research did not reveal past AESI subsurface explorations at the existing Tiffany Park ES site. AESI completed subsurface explorations at a potential Tiffany Park ES site, located to the southeast of the existing Tiffany Park ES campus, in September 2012. In summary, these Morch 16, 2015 ASSOCIATED EARTH SCIENCES, INC. JPL/pc-KE150128A2-Pro)i!cts\20150128\KE\WP Page 3 I I I I I I I I I I I I I I I I I I I Portable Classroom Placements Renton School District Document Review explorations encountered medium dense to very dense Vashon lodgement till. Also, our review of the Geologic Map af King County, Washington, by Derek B. Booth, Kathy A. Troost, and Aaron P. Wisher, 2006, indicates that the existing Tiffany Park ES site is underlain by lodgement till sediments. The .Vashon lodgement till is generally considered suitable for foundation support of portable classroom structures. We consider the density and texture of the lodgement till encountered in our past explorations at the nearby site, along with our review of the regional geologic map and our previous experience with sites exhibiting similar soil conditions, to likely preclude the use of infiltration for the handling of storm water runoff at the existing Tiffany Park ES site, in our opinion. We recommend a site-specific exploration for the proposed portables to evaluate the feasibility of storm water infiltration at the planned locations of the new structures. Talbot Hill Elementary School AESI completed subsurface explorations at the Talbot Hill ES site in April 1996. In summary, these explorations encountered very dense lodgement till and Renton Formation bedrock, overlain in places by fill. The lodgement till and bedrock are generally considered suitable for foundation support of portable classroom structures. We consider the density and texture of the lodgement till, and bedrock encountered in our past explorations, along with our previous experience with sites exhibiting similar soil/rock conditions, to preclude the use of infiltration for the handling of storm water runoff at the Talbot Hill ES site, in our opinion. Lakeridge Elementary School AESI completed subsurface explorations at the Lakeridge ES site in April 1991, January 1993 and March 1994, and issued a letter dated April 22, 2014 providing our opinion regarding the feasibility of storm water infiltration, based on previous explorations in the vicinity of the site. In summary, the referenced explorations, both on-site and in the vicinity, encountered very dense Vashon lodgement till, overlain in places by fill. The Vashon lodgement till is generally considered suitable for foundation support of portable classroom structures. As mentioned in our April 22, 2014 letter, we consider the density and texture of the lodgement till encountered in our past explorations, along with our previous experience with sites exhibiting similar soil conditions, to preclude the use of infiltration for the handling of storm water runoff at the Lakeridge ES site, in our opinion. Bryn Mawr Elementary School Our research did not reveal past AESI subsurface explorations at the Bryn Mawr ES site. AESI recently issued a proposal to complete subsurface explorations for support in design of ADA improvement at the existing Bryn Mawr ES campus. We recommend that these explorations be March 16, 2015 ASSOCIATED EARTH SCIENCES, INC. JPl/pc -KE150128A2 -Projects\20150128\KE\WP Page 4 I I I I I I I I I I I I I I I I I I I Portable Classroom Placements Renton School District Document Review expanded to include a site-specific exploration for the proposed portables to evaluate the feasibility of storm water infiltration at the planned locations of the new structures. . CLOSURE We are pleased to have had the opportunity to prepare this summary of anticipated subsurface conditions at the above-listed sites, based on the data gathered during our document review. We are confident that this report will aid in your design process. As stated above, we recommend that site-specific explorations be completed for selected sites where currently- available information is lacking or suggests variability in subsurface conditions. If you should have any questions, please do not hesitate to call. Sincerely, ASSOCIATED EARTH SCIENCES, INC. Kirkland, Washington Jeffrey P. Laub, LG., L.E.G. Senior Project Engineering Geologist Kurt D. Merriman, P.E. Senior Principal Engineer Attachment A: Site Plan and Exploration Logs -Maplewood Heights ES Attachment B: Site Plan and Exploration Logs -Hazelwood ES Attachment C: Site Plan and Exploration Logs -Campbell Hill ES Attachment D: Site Plan and Exploration Logs -Sierra Heights ES Attachment E: Site Plan and Exploration Logs -Tiffany Park ES (nearby site) Attachment F: Site Plan and Exploration Logs -Talbot Hill ES Attachment G: Site Plan and Exploration Logs -Lakeridge ES Morch 16, 2015 ASSOCIATED EARTH SCIENCES, INC. }PL/pc-K£150J28A2-Projeets\20150128\KE\WP Page 5 - 1 I ~ ~ :;' I J f -------------- .· ---(,~~~) g[;~~~;,1":t'~I," ·--« .. ----'""' ---·---···-----·-.. •. _,.... ----· . ----• ~--. _. -f ::~,t~)=~~'.i;~~':. ·.· :· ·:··' r::.~f*-1;~:,~~ · HB·1 ,:'.\ , , . ' .. ,/.>',;,,' "'"""' ,·. ., ' • . 'f?'h'.~/,,1',..--....,,;:._ •. -~ ''\... > •• ,. :ii«?";~'Y'ji~: /,~/·:f,~:;~ --~-. ---~--.... ,...,. ... L'"f~z;-::·, .,,..X-Y,./,~-.., '\ . ', .... _ .. _, .. .,.:,-.. ,,,..~).;, ,,, .. ,·;:,,,.,, ' ' ' • ',fr'. ,1•z:-j/.(";:,(~::?.... .. .•,-/4?-"1"/-/.'.'~0-. .... ,' '-~-;-:.:;;;':-:;-:·' :.·-.;;,;-:r·.·.---1X??·t-;*1.;;;/~{'\. "',7:~~{f);~:,'-,,'..;:'};-}\, ..... ",, ' e ·,,;.',,",;, ,,.,,.,,.,(.,-:;,,.,./,/1~,.,;-;.r,1t%%'..~/.._,.z.~/.'t::1,:. ·,· ., ··~;.:,:i::';.r.._;;:,::;)Jz;,.,.,'7.,~;;, ...... ' • HB 2 ;.".£.,~S:~(-t(..;(.t.r;:-/!·".;f.·.~'~./='"P'i::.}:J,,-,:<;'_i//.-,_:·,./.~ ... ,;.-•, ,.,'., ,·\j;;:',,•,.._./'.-/%%•!,1;{), ,· '-'··;. -• -·.·· . ~-.. : •,, -'"·-···.•, -·--·~--. :, • ,:/., · '/ )X ,, ··.:--//f:;, .. : .. ;/[:J/ff{f,f'[.;:j;J~, }/~:,;Jf~f{:fJ;f~f;;{l~f~\i:.J{t , '-\.. : .. . -,~, ~p-J ,ii:"~-.,:%,x,,,,i,, ./,;·,:. -;; . '_,k/,wf.af}{:::ill,·-•-" ' . :;,\._ ,, . ;~ _;: •tll@,}:/j,;)jj:c;"'1·{%Kft~0:&;%·~,1:;ff-0JJ);;;/,;;'~\ ·,, , l'·_.' . APPROXIMATE LOCATION •¥~ -· • , 1{Y~-/..,-;' ,,./'. • ,_..,. ••,--',t/.,~/~7.1'.~N :::(/:,' '/,'.<.,.,. , ,11;:. ·•· •,. '/1 , '%,,;,,;,.;;?/ ~.-,,-,:~:-,~%~"-':-::,;•z,,/,,,;, -Y";/,v:.-:··,:.-,,;;:;-;,::,, ':-,, · ·OF HAND BORING• TYP , ., ,'1'/>.':,,•~,. ,,.-,c7 '/,'//'./, % ;//,'l'./''%,1, /'1'. ,• .. ,-y.,,,1,.,,.,-'l• , ---,--, .. ,.' ~ ,;/ .. ~(., •• .,_.-;/·'.///'./,.'/, ,, './'/.£:1-'"//".-;.,_;.:~~;,,,,.z, .... ;.:,,.,..,.,.;,:,,/,.,'./'· .. ,, ' • ' ... ,.. • ,.,.,, •• -.,,.//.;.,',,; ;/ /f. ,'••/.!''/7./:".-"-' // '//• ,,.,,.,/,.~'-··, ' ..;~ '. ';,, ~L: ··;i.?~#f~JW:efffi~i"l;@~i},j). H~~ -: / -:ii : J]ij1JJWifft@}~;ff1tr@rft;1,fkW;:: >;: ·~:-. c:., . / ) tgrf:t.~1fi1l_SJHt' ·v '/ , ; '-' ; ·~r _._;_..-__;___:.,- ""~ ) ,': ()•.,,,};::;,,;.,,;,,,/.·="0/·; .... _,,· :·::,·,,, ._; '--'/"1{,;:;;,;/,,-·;_',:,,;'.1-,./,1,•' ./ "-; __ ... ., :. ,' ,,,;;;}. y,z,. J'...•/X,: •• '.I." ,'• .• .,,,,,.._.·'.(;. •. ,.,,,;,.,/~.'l'.,,.~,: ~,:-.,.·,:,,;"';,;// .~>. · ' 'i ::iif~fftJ~?&iiiM~{f·:ff1.tJJ~i1i)YJitrY~./:;·t~/:', , ) r~'',(,,','/~·.,fJ'l~~-'/ts"'-)' ',•. "·'/,. ,• 1, •, ,J'l'/r.,.,~ ,~ ,, ::: . :;tS::t~;;;,;'~~!.1;,;.,;:;(._,~/ .. :1<f:}1c:t .~,;,;:1(r0,~ · . ·. :, : \~;;:.;..-,:,:·.:::.,-.?;:,i&X,J{.-:;;:;.,-;,.,..::,.;:~·)f;;,,/0 ·,./-->.';.,. . . ,., ).: .. ~i'&}~;~,{f~tff~){:-1:~.1·\JJJJfiff~~~~') APPROXIMATE LOCATION \:,i J '-(&iW~~-f{p;.~~(ft}~:,,;;J:{:,~~0:;.'.:?~}j~~~'),... OF ASPHALT CORE· TYP ', l ,.-,., ~~~·.-.::.A._;;:_~?];x,,'r.('c-:-,....,-':,~:,,;c::.1~~;'/~~ ,-/%'' --;,1:~-~'/ --~,. ,,:P:,,.,., • ~ ' ,, • ' ,-• ~-' .!• ,, '' ' // ,, ,,, ,,~,.,,;:. • ·,•;,: -/'; . ' \, \,,! 10i;.;'..f//0"·.,;:%"~/ %:"~1-:j-~;,, :, ... ~ ' ' ' ', , '\ \ ' ' -<•' 1:% ..,.,. 'J.~/, .. , /..-;.,· ·,'l:.··,{;;!:t;· ,,.-7,:'@j/' ,1,. ,'. . ;, ~. -. , . -.. . _ .. .. .. , . --•• ,,~;;,:c :;:,-,21,x ,,,,:. ,,;, «/ z-z. ,/'/.;,:; . .: ,1.. (: , ' " I -~··Z.'/-2'. /, •• ., ,//. ' .,T;, / Vb~:,:;,-_,,_ ,..,._--1.----.,,-... 77,·c-. -,·--r7.,-.,.-y-'flf. ~ .. ,, ... , Xf?!fffd!~flA0»:%;..~--,, 1 , /;_,'. -\,.(. '• < N .. ,.> /, > ~ /// "/,./;\ ){'/. <~:.:-:11•;;;,%~~~:'.~•·:,":_:~;% ' ' ', . /,,.~~i{ NY~00;!?~ xr,,:~ , . \: .-a~tl?4f%W~%0; .,,.;· '· REFERENCE: AHBL i I~"'··-·-,. NQIE: BLACK ANO WHITE REPRODUCTION OF THIS COLOR ORIGINAL MAY REDUCE ITS EFFECTIVENESS AND LEAD TO INCORRECT INTERPRETATION. ii _f ,r fll ,. :• ~ c' ; § ·< . ..,, .. ,./ ~ a s S O C a t e d earth sciences i:• p o r ,:, =: rJ SITE AND EXPLORATION PLAN MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL RENTON, WASHINGTON --- :( N A 0 20 40 FEET FIGURE 2 DATE 1/15 PROJ. NO. TE140638A - ~ I ®-·····'···· Exnloration Loa ~ earth sciences Project Number I Explorat!on Number Sheet lnco1pora1ed TE140638A HB-1 1 of 1 I Project Name Mai;ileWQOd l:leigbts Elemeoli.'!~ ScbQQI Ground Surface Elevation (ft) Location Beotoo Yi.A Datum bl/A Drtller/Equlpment l:laod Boriog Date Start/Finish 111 n 'i ",< •• n<1,; ~ . Hammer Weight/Drop NI~ Hole Diameter (in) A :--i..-- • g ! u-~ ;; . Ii ·-0 ~~ .c .0 Blows/Foot 5 "E =" -= ~ " s E !!! >, ~} .!l .2 " T " <!) "' Cl (/) 8 ~ a, DESCRIPTION 10 20 30 40 0 : .. Vashon Lodgement Till 11 . . .. ~ : Medium dense, moist to very moist, gray, silt(: fine SAND, some fine to I S-1 · .. coarse gravel, trace medium to coarse sand SM). • -.. I -: .. Dense at 1 foot. S-2 .. ~ .. I ·.· .. •::, : '• .. . Bottom of exploration boring at 2 feet No aeepage, No caving, I I I I • -5 11 ~ II ~ i:i t , JI ~ ~ 'l Sampler Type (ST): ii I~ [O 2' OD Split Spoon Sampler (SPT) 0 No Recovery M-Moisture Logged by: LDM I 115 [I] 3" OD Split Spoon Sampler (D & M) I] Ring Sample ¥'. Water Level () Approved by: CJK " ~ IZJ Shelby Tube Sample~ Water Level at time of drilling (ATD) !ff1 Grab Sample I I I I I I I I I I I I I I I I I I I ~ iii l:f i ~ ' associated earth sciences ~ it:r.orpcra!•d Project Number TE140638A Project Name Location Driller/Equipment Hammer Weight/Drop Maplewood Heights Elementary School Renton, WA Hand Boring NtA g "' o- ~ -o .c .0 i o.[ s E e " T .. C!) "' Cl U) DESCRIPTION .. Vashon Lodgement Till . . I Exoloration Loa Exploration Number HB-2 Sheet 1 of 1 Ground Surface Elevation (ft) Datum _N-tA~------- Date Start/Finish 1 /19/15 1119{15 Hole Diameter (in) ~4....,,iocuc.ib.Jtea:s;_ ___ _ Blows/Foot 10 20 30 40 .... S-1 .. Medium dense, moist to very moist, gray, silty fine SAND, some fine to coarse gravel, trace medium to coarse sand (SM). . . . ,.._ ... . . _ .. ' ~ S-2 - .. .. Dense at 2 feet. >-------··-··---·--·····-·········----·-······ ·--···-·----------------! Bottom of exploration boring at 2.5 feet No seepage. No caving. ... 5 ~ ;1·1----::Sc:a'.':m-'p;cle°"'r T:;:-ype-:'c:,-,(S;:::T;:),-: ------------------------'--J....J-'---'---'--..J....--'--.l.--'--1 j (D 2" OD Split Spoon Sampler (SPT) m 3" OD Split Spoon Sampler (D & M) !:1J Grab Sample 0 No Recovery M -Moisture I] Ring Sample °'l-Water Level () 0 Shelby Tube Sample.?. Water Level at time of drilling (ATD) Logged by: LDM Approved by: CJK 1 1 ! I ! " ~ REFERENCE: CLIENT ! ~ i Associated Earth Sciences, Inc. ,~~~~~ ~ ~~~~~ ~------------- F .. , :1~f~:t:·· j. ~ ~ i :,--'.'. \ ' \ ·~·,-..... :..... ----;'":;;~:::~\> -, ''"'<:: ' '\ '"'. .---~--" '·, '·-----·"s \ :1 . ., ·. ·:-.,··a •.. \ ' f: 11EW£ ,; ,-• ~ ~ '-~'--(',,;~ r ·· \ \ f ,, ~ '· ' ' ·• \ '· :•· \ . . . :::-..:,, \ ! / :· ,, I "-, . ' ' ' , ; ; ;, }'·~ ·-.·--// \ \\ / ' i' /_;'·, \\\ < \, ' • ' ·"''"' ' '~~~1· :'.:.:~ ::..:: r;".~/;s_~.,~--' '. j ' Im·\ .. ·' -\ \. ,,.. ., ¥ EXJSTJ)IG SCHOOL ··."'>' '-'\ \ '\ '..t1,._,.' \ \, ~ /T' APPROXIMATE LOCATION • 8 E~<:-··'. ( ~PEXPLORATION BORING ·--1 "\}: ~,~ 16''-6" /' · /f;>~·'y(_ .· · /~ ~ ,f. . ' ---..1 I /~~~ :;::; · ... . /•·'9..~A& . . A ·:~:t·J\ s,&7/ }l~~-~B-4-. \EB-1 \ ·-~. 30' \; \ -;·; ~-\ / ·' ~ \ J ~,II ,; . ,.a[;,,);. •·EB-3 . ~ ., \ \ ; f . ~. ,,,I'm:-'>z· NEWASPiALT 1 __ 1:;~.i'/;~'": ,1, ·) lNGAREHYDRANT r··.,t.; ! ~ EDGE OF Ell!STING ASPHALT \ \ i ' \ \ ;/ \ \ ! \ ·,/. .. ! \i .. _ -·· ----__ , ... -··--........... ~ .... .>Ct--,.;.: -.. _ .... -- \ ' \ \.., .. -------... ~----.... ____ ... -----.... , ' .. _ ---·-----~---·--_,... ...... --·· .-.. ~·~·. -~. I I! ;i ,: ' 1: ... > ... \ . -.. . \ ,._.., \ ....... ........ __ ·' SITE AND EXPLORATION PLAN MAPLEWOOD HEIGHTS ELEMENTARY -COVERED PLAY AREA RENTON, WASHINGTON 0 N A 50 100 FEET FIGURE 2 DATE 1/12 PROJ. NO. TE120020A I I I I I I I I I I I I I I I I I I I Associated Earth Sciences, Inc. Exoloration Log filt] ~ ~~~ Project Number I Exploration Number Sheet -~? . ~+;.~'!;~ ;.' i;_;'. TE120020A EB-1 1 of 1 Project Name M,igle~Qod t:l!ilig!)!Q Eli!meol,U)l • QQV!ilt!ild Ela)l /1,rea Ground Surtace Elevation (ft) Location Rentgo, WA Datum Nill Driller/Equipment GeolQgic l:ltill L Traili!r Mounted HSA Date Start/Finish J/2Zll 2 l /2Zll 2 Hammer Weight/Drop HQl:!l:!Q" Hole Diameter (In) g "' ,90 ~ J .. .!'l ~~ "' Q) 'B. .c Blows/Foot " ~ ci = Q) I-a! .,_ ~ 3 s E ;: ~ " 0 oi " T "' <;;-B Cl (/) ;: "' DESCRIPTION (.) 10 20 30 40 k 6 Inches Forest Duff. Oraanlc Vashon Lodgement Till (Weathered) S-1 Very moist, gay, sllty fine to medium SANO, with gravel, slight oxidation 2 A7 staining. 6 11 ... 5 Vashon Lodgement Till (Unweathered) .'! S-2 Wet to very moist, gray, silty fine to medium SAND, with gravel, orange 20 oxidation staining. 27 '1"50 26 S-3 Wet, gray, silty fine to medium SAND, with gravel. 9 •2a 14 12 -10 Vei moist, R{,ay, fine to medium SAND, with gravel, slight horizontal 11 S·4 oxi ation sta Ing. 15 ... ,, 21 S-5 Moist, gray, fine to medium SAND, with gravel. :. 0751 2" ' '-15 Bottom of exploration boring at 13.5 feet Ground water seepage at 5 feet. ' f-, 20 '" 25 -30 C\11-35 0 N ..: ~ .s • u. ~ "' :1, Sampler Type (ST): N 0 (D 2" OD Spltt Spoon Sampler (SPT) 0 No Recovery 0 M -Moisture Logged by: MT !:! 1i [D 3' OD Split Spoon Sampler (D & M) [l Ring Sample 'S/,. Water Level O Approved by: "' ~ --- ,--A-.-.o-c-ia-te_d_E_a-rt_h_S_c_ie_n_ce_s_, 1-n-c.--r-----'--------;E::-x-,p--.lo-ra-t:-;i,-o-n~L-o-,-a-----------,I D!lwl r:;:;;:i ~ h(\'L! mu;;i l---~P~r=~~ec~t~N~u=m~b=e7r---,l-=c~E~x=p~lo=ra~ti~on:';;';N~um::;:'be~r=-.,_-,----~S~h=ee~t------J 1--~--~_:i_I"-~--·~-\~~-'__.___,...,. ____ T,_E1_20_0_2o_A-=---'-:-::c---.,---E_B-_2_~~~--1_o_t_1 ___ • Project Name Maplewood Heights Elementary -Covered Play Area Ground Surface Elevation (ft) Location Renton. WA Datum ~N~/A.,,-,---,---,-,--- 1 Drlller/Equlpment Geotooi~prm / Trajler Mounted HSA Date Start/Finish 1127112 1 {27/12 Hammer WelghVDrop 14Q# r3Q Hole Diameter (In) • • 1' l~:g:::~;_:jc.~~~2:g:'.;_.:::::'.::::'.:~:::==================-~;=:!~~~~:;:_:._::'.__:=======:::;:1-i~ I .,, c. E .,_ 3 Blows/Foot I I g. Ts~ <3~ 3 ~i.!? .~ · Q {/) 83:a) 0 I I l---+-t-+---1--------,-,D,,..,E.,,.S'"'C"""R'"'"l"""P"'T"""IO_N=--------1--+-1-+-1-+0-2-+0--+30_--<40_-+--+-1 ' I I 1• ' ' i ~ 5 I I -10 S-1 S-2 S-3 S-4 h 4 Inches Sod/ Toosoll , I Fill Wet. gray, silty fine to medium SAND, with gravel, slight orange oxidation staining. Vashon Lodgement Till (Unweathered) Wet to very moist, gray, fine to medium SAND, with silt, and gravel. Moist, gray, silty fine to medium SAND, with gravel. Bottom of explorallon boring at 11 feet Ground water seepage at 7 feet 11 14 21 7 6 :i: 6 47 !Oil 40 O/<r I i.11 I Jr,,97/ 2" I 1"'90/ 2· I I I . 1-20 I ' I I • Sampler Type (ST): [l] 2" OD Split Spoon Sampler (SPT) ffi 3" OD Spilt Spoon Sampler (D & M) lfiiiJ "-·'· "--·--·'· 0 No Recovery I] Ring Sample 171-···-·- M • Moisture 'fl_ Water Level O I I I I I I I Logged by: MT I Approved by: I I I I I I I I I I I I I I I I I I I Associated Earth Sciences, Inc. Exoloration Lon ~ ~ ~ ~ ~ Project Number I Exploration Number Sheet . . TE120020A EB-3 1 of 1 . . . Project Name Maplewood t:Jejgh!s !;;lemeotml( -QQ~§reg Plall Area Ground Surface Elevation (ft) ~ocation Benton, W8 --Datum WA Driller/Equipment ~f!Q!QgjQ Qrill l Irailer MQunted tlS8 Date Start'Finish l l2Z1l 2 l 12Z1l 2 Hammer W elghVDrop H0#{30" . Hole Diameter (in) §: C: §L 8l <)-=·fil -o .s ~ Blows/Foot .c .0 f cl c.E .,_ ~ 3: s E ,:! a&, ! .Q Q) T ., 0 (/J ,: "' DESCRIPTION 10 20 30 40 6 Inches Forest Duff Oraanlc Vashon Lodgement Till (Weathered) J S-1 Very moist, gray, fine to coarse SAND, with sllt 1 and gravel. 29 14 [:1 16 ~ 5 Very moist to wet, gray, fine to coarse SAND, with silt, and gravel. S-2 6 !: 17 ' 14 Vashon Lodgement TIii (Unweathered) i/i,1 S-3 Wet to very moist, gray, silty fine to medium SAND, with gravel. ~ 10 Moist, gray, silty fine to medium SAND, with gravel. fl,' S-4 Bottom of exploration boring al 11 feet Ground water seepage at 6 feel -15 '-20 '-25 -30 NL. 35 ~ ,: ' • 2 ~ , ~ " .;. Sampler Type (ST): ~ [I] 2• OD Split Spoon Sampler (SPT) 0 No Recovery M -Moisture · Logged by: !'! a: ill 3" OD Split Spoon Sampler (D & M) I] Ring Sample SJ. Water Level () Approved by: 0 !!l liiil r7I .... _ -" -. -... \A/ator I CHOI '!:If +1 ............ , ,.,1,.a11 .... ,..111T!"\\ "' ...... ~1,.,, ""--'· $ ~ ~ Q) 5 6412" · 87/ 2• MT Associated Earth Sciences, Inc. Exoloration Loa I ~ [13 ~ flil ~ Project Number I Exploration Number Sheet -.~. . TE120020A EB-4 1 of 1 I Project Name M.iPl!ilWQod l:l.iigbts Elem12ot,u;, -Qollered Els;, 8rn11 Ground Surtace Elevation (ft) Location Beotgo, we, Datum I'll/A Driller/Equipment ~fglc Drill l Iral!er Mounted l:H:iA Date Start/Finish 1/2Zll 2 l l2Zll 2 I Hammer Weight/Drop _o f;iQ" Hole Diameter (in) g .. o-~ J. l'J " :2 .8 =ai j~ Blows/Foot ~ I .c 15. ii 1i s Q)-~ .. " T ~ ;;: ~ $ .2 ! 0 en 8 ~ "' DESCRIPTION 10 20 30 40 h 4 inches Sod/ Toosoll ' I Fill Wet, gray, silty fine to coarse SAND, with gravel, slight oxidation staining. :i S-1 3 A 8 I 9 9 -5 S·2 5 A1, 7 I Vashon Lodgement Till (Unweathered) B S-3 Moist, gray, silty fine to medium SAND, with gravel. 14 37 79 42 I ~ 10 S-4 iOll -50/ • Bottom of exploration boring at 10.5 feet I Ground water seepage at 26 feet. r 15 I I ~ 20 I -25 I I r 30 I I Nt-35 ·1'1 I~ ~ i ~ 2 ~ " Sampler Type (ST): C ~ [I 2" OD Split Spoon Sampler (SPT) 0 No Recovery M -Moisture Logged by: MT ' [I] I] Ring Sample Approved by: ~ 3' OD Spilt Spoon Sampler (D & M) 'fl. Water Level O 0 !!l iii] 171 -· " \A/.,,+n~ I """"' .. t +!~" nf ..l..ffli...,,.. I ATl"'I\ ,o ...... __ '· ,.. -·-· .. ' -.. -. - I I I ! - '-----"""\ .:, \ ;· 9/EB-1 I --------------LEGEND EP-1 E Approximate location of exploration pit EB-1 It Approximate location of explorafion boring 'N A ! ti I /IW . I I I 101~·1,r '~~WY ,,. ,:_r / 0 ... ''° ~ · 111i-__ 00.. --c· _ ~--(--__ 1Jf! , I ., ~~ ~ -,,_ ,,,,:::j1v/ F<ET ~ I -. -_ <7"1?!_;;::::~,fltci::-.-cl!if=-.. ----.::::c--'--~=7:"=--,--~~--------REEE8Ell!C.E: __ C.9_Ll..Gli.l,lli.PORTER LUNDEEN, I ===i~~;~-r:~-~~--=-.-::;~c,-~==~·/=~==/;· == --~~;;;;··~:f;1=·k==-=======~4;;-2;0-;04;E;L~E;;CT~R;O;;N;IC~T~RA~N;S~M;;ITI~AL~. === J Associated Earth Sciences, Inc. SITE AND EXPLORATION PLAN 6!~~R!0; ~ m li:iiiiii IJlliil fiii.J ~ HAZELWOOD ELEMENTARY REV1SED4/04 I ~ II; 15:ri! t.::!I ~ NEWCASTLE, WASHINGTON PROJECT NO. KE03329A I I I I I I I I I I I I I I I I I I I M 0 0 N ,;: %' ~ cC " i a M !'- LOG OF EXPLORATION PIT NO. EP-1 € This log is part of lhe report r\'repared by Associated Earth Sciences, Inc. (AESI) for the named 8,roject and should be ,5 read t'jllether with that repo for comRJete Interpretation. This summary a~plles only to the loca on of this trench at the Q. time o excavation. Subsurface condi ·ons may change at this location wit the passage of time. The data presented are ~ a simplficaUon of actual conditions encountered. DESCRIPTION :--Loos~ moist, dark brow11 SIL TY fine SAND.,_ org_anic (Leaf mold and root hair~. __________ .,.. , · Vashon Lodgement Till / 1 -\l,oos§, moist,_red to lig_ht brown'-SIL TY fine to medium SAND. ___________________ j 2 - Medium dense, moist, gray, fine to coarse SAND with rounded, fine to coarse gravels. 3 - • 4 Becomes dense below 4'. 5 - 6 - I 7 -· I Becomes very dense below 7'. I 8 ' . I i ! ' ' 9 .. I ; ' i : 10 .. : ' l 11 .. ' i ) I 12 . I ' Botton of exploration pit ;,I depth 12 feet ' 13 -' No ground water seepage 1.mcountered during exploration. No cavlng. ! i 14 - 15 .. I 16 - 17 - 18 - 19 - Hazelwood Elementary Newcastle, WA Associated Earth Sciences, Inc. Project No. KE03329A Logged by: MT ~ ~ ~ ~fj Approved by: 'p'\ June 2003 I I I I I I I I ' I I ' I ' I i ' ' I I I I I LOG OF EXPLORATION PIT NO. EP·2 g This log Is part of the report Jrepared by Associated Earth Selene.es, Inc. {AES!) for the named E,roJect and should be i read tqgetlier with that repo for ccmlllete lnterpretaUon. This summary aRplies only to the toca ·on of this trench at the time of excavation. Subsurface ccndi Ions may change at this location wit the passage of time. The data presented are Cl a slmplflcation of actual conditions encountered. DESCRIPTION Loose, moist dark brown SIL TY fine SAND. oraanlc Cleaf mold and root hairsl. 1 - Vashon Lodgement TIii Loose, moist, red-brown, fine to medium SAND, trace fine rounded gravel. 2 - 3 --Dense,,moist, gray, SILTY fine to coarse SAND, rounded, fine to coarse gravel. 4 - 5 - 6 - 7 - 8 - 9 - 10 - 11 - Bottom of exploration pit at depth 1 O feet No ground water seepage enr.ountered during exploration. No caving. 12 - 13 - 14 - 15 - 16 - 17 - 18 -' 19 - I I I I I I I I I I I I I I I I 1 I j---------------------- ..: Hazelwood Elementary i Newcastle, WA 2 O! , .. ·. Logged by: MT Aiia~E~Sc~e~c. •. Approved by:'v\ ~ ~ ~ ~ ~! Project No. KE03329A June 2003 I I I I I I I I I I I I I I I I I I I I I LOG OF EXPLORATION PIT NO. EP-3 ·g This log is part of the report J"epared by Associated Earth Sciences, Inc. (AESI} for the named frojecl and should be ,5 read lqgether with that repo for comflele interpretation. This summary aJplies only to the loca ·on of this trench al the Q. time of excavation. Subsurface r.ondl ·ons may change at this location wi the passage of lime. The data presented are "' Cl a simplfir.ation of actual conditions encountered. DESCRIPTION Loose, moist, dark brown, SIL TY fine SAND. oraanic /leaf mold and root hairs). ~ 1 -Vashon Lodgement Till -Loose, moist, light brown, SIL TY fine to medium SAND, rounded fine to medium gravel. 2 - !------------------------------------------------------- 3 -Dense, moist, gray, SIL TY fine to coarse SAND, rounded, fine to medium gravel. 4 - 5 -Very dense at 5'. 6 - 7 - 8 - 9 -i-·--I I i I Bottom of exploration pit at depth 9 feet I 10 t No· ground water seepage encountered during exploration. No C'..aving. I 11 -f 12 - 13 - 14 - 15 - I 16 -• I 17 - 18 - 19 - i--------------------------------'------------- !:: Hazelwood Elementary ~ Newcastle, WA ~ -Associated Earth Sciences, Inc. , .. '.°'· Logged by: MT m ~ fJllliij ~ ~ _ Approved by: 1\1\ ~ ~ ~ LE ~ Project No. KE03329A June 2003 LOG OF EXPLORATION PIT NO. EP-4 I g This log Is part of the reportJ'repared by Associated Earth Sciences, Inc. (AESI) for the named c.roject and should be £ read together with that repo for comff,tete Interpretation. This summary •~Riles only to the loca on of this trench at the Cl. time of excavation. Subsurface condi ions may change at this location \vtt the passage of time. The data presented are " I Cl a slmplfication of aclllal conditions encountered. I ' DESCRIPTION Loose. moist dark brown SILTY fine SAND, oroanic l!eaf mold and root hairsl. - 1 - Vashon LodgementTlll Loose to medium dense, moist, light red-brown, SIL TY fine to medium SAND, rounded fine to medium gravel, root zone at 18". ' 2 - I 3 -~Dense, moist, gray, SIL TY fine to coarse SAND, fine to coarse gravel and cobble. I 4 - I I 5 - : : 6 - I 7 - I I 8 - I g --- 10 -Bollom of exploration pit at depH, 9.5 feet I No ground water seepage encountered during exploration. No caving. 11 - ' I 12 - 13 - 14 - 15 - 16 - 17 - 18 - 19 - ii'----~~~~~~~~~~~~~~~~~~~~~--,-~~~~~~~ ;;;I Hazelwood Elementary ~ Newcastle, WA i ~ Associated Earth Sciences, Inc. !. Logged by: MT ~ ~ rl'fi1 liiiii;I ~ Approved by: t'l ~ ~ a2.SI ~ [(;..di ~1 Project No. KE03329A June 2003 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I g I N ;:; ~ .. ,'. I ~ ~ !:l 0 g LOG OF EXPLORATION PIT NO. EP-5 This log Is par\ of the report prepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be read tqgetnerwith that report far complete interpretation. This summary applies only to the locaOon of this trench at the time of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are a simplfication of actual conditions encountered. DESCRIPTION Loose, moist, dark brown, SIL TY fine SAND, organic (leaf mold and root hairs). 1 \Loose, moist, dark brown, SIL TY fine SANQ, organic. __________ · ____________ ./ -Tukwila Formation Loose to medium dense, moist, light yellow-brown, fine to medium SAND, some rounded gravel and 2 -ricobbles.Jweathered Tukwila Formation_l ___ ----------------___________ J- Very dense, moist, dark gray, SANDSTONE, fractured (4' to 8" blocks) dark red to black oxidation 3 -staining on fracture surfaces. 4 - 5 6 - 7 - 8 - 9 - 10 - 11 - 12 - 13 - 14 - 15 - 16 ·- 17 - 18 - 19 - Bollom of exploration pit at depth 5 feet No ground water seepage enCOuntered during exploration. No caving. Hazelwood Elementary Newcastle, WA Associated Earth Sciences, Inc. Logged by: MT Aooroved by: 'IA ~~l,ffl~o Project No. KE03329A June 2003 I ' ' I i I I I I I I I I I I I I I I ' I I I ' ' i LOG OF EXPLORATION PIT NO. EP-6 g This log Is part of the report,l'repared by Assoclaled Earth Sciences, Inc. (AESI) for the named 8,roject and should be t read tqgether with that repo for comRlete· interpretation. This summary a~plies only to the loca on of this trench at the Ume of excavation. Subsurface condi Ions may change at this location wi the passage of time. The data presented are Q) c:> a slmplficalion of actual conditions encountered. DESCRIPTION Loose, moist, dark brown, Sil TY fine SAND, organic (leaf mold and root hairs). r 1 - 1loose.Lmols!, dark brownL.SIL TY fine SAN(}, or9anic. _ _ _ ____ __ _ ____ __ _ ___ _ __ I Advance Outwash Loose to medium· dense, moist, yellow-gray-brown, fine to medium SAND, few fine to coarse gravel, 2 -may roots upper 12". 3 - ~Dense, moist, gray, fine to coarse SAND with fine to coarse, rounded gravel. -- 4 -~----------------------------------------------------Tukwila Formation - 5 - 6 - 7 - 8 - 9 - 1C - 11 - 12 - 13 - 14 - 1 fi - 1(; - 17 - 18 - 19 - Dense, moist, dark gray SANDSTONE, fractured with dark red to black oxidation staining on fracture surfaces. Bottom of exploration pit at depth 6.5 feet No ground water seepage encountered during exploration. No caving. Hazelwood Elementary Newcastle, WA Associated Earth Sciences, Inc. Logged by: MT Approved by:-1-t ~~~~~ Project No. KE03329A June 2003 i I ' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I M ~ I ~ ~ "3 ~ ~ .. C! I :i m Pi M Q ~ LOG OF EXPLORATION PIT NO. EP-7 g ,5 0. Q) 0 This log Is part of the report prepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be read tqgettier With that report for complete interpretation. This summary applies only to the location of this trench at the time of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are a simplfication of actual conditions encountered, DESCRIPTION Loose, moist, dark brown, SIL TY fine SAND, organic (leaf mold and root hairs). 1 -~-----------------------------------------------------Advance Outwash Loose to medium dense, moist, yellow-gray-brown, fine to medium SAND, some fine to coarse, 2 -rounded gravel. 3 - Dense with depth below 3'. 4 - 5 - 6 -Dense to very dense, moist, gray, fine to coarse SAND, few fine to coarse, rounded gravel, trace cobble. 7 - 8 - 9 - 10 - 11 - 12 - 13 -Dense, wet, gray, GRAVELLY SAND/SANDY GRAVEL. 14 - 15 - 16 17 - Bottom of exploration pit at depth 16 feet No ground water seepage encountered during exploration. No caving. 18 - 19 - Logged by: MT Approved by: 'J,t Hazelwood Elementary Newcastle, WA Associated Earth Sciences, Inc. m~rmf!i~ Project No. KE03329A June 2003 I I ' I I ' ' LOG OF EXPLORATION PIT NO. EP-8 g This log Is part of lhe report J'repared by Associated Earth Sciences, Inc. (AES\) for the named ~ro)ect and should be £ read together with that repo for com~lete interpretation. This summary a~plles only to the loca Ion of this trench at the C. time of excavation. Subsurface condl ·ans may change at this location wi the passage of time. The data presented are " 0 a slmplflcatlon of actual c.onditlons encountered. · DESCRIPTION Loose, moist, dark brown, SIL TY fine SAND, organic (leaf mold and root hairs). Advance Outwash 1 -Loose to medium dense, moist, yellow-gray-brown, fine to medium SAND, trace silt, few rounded, 2 - fine to coarse gravel. Roots upper 18". 3 - 4 - 5 - 6 - 7 - 8 -~Medium dense, moist, light reddish gray, fine to coarse SAND, few medium gravel. - 9 - 10 - 11 - 12 - 13 - 14 - 15 - 16 17 - 18 - 19 - Bottom of exploration pit at depth 16 feet No ground water seepage encountered during exploration. No caving. Hazelwood Elementary Newcastle, WA Associated Earth Sciences, Inc. Logged by: MT Approved by: ')A. ~~~[!i(J Project No. KE03329A June 2003 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I !l Q I N ~ ~ ;;: Cl I i N ~ !l ,:, g 5 Cl. " 0 LOG OF EXPLORATION PIT NO. EP-9 This log Is part of the report prepared by Associated Earth Sciences, Inc. (AESI} for the named project and should be read tqgether with that report for complete interpretation. This summary applies only lo the location of this trench at the time of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are a simplfication of actual conditions encountered. DESCRIPTION 1 Loose, moist, dark brown, SIL TY fine SAND, organic (leaf mold and root hairs). - 1 _ 1Dry_to moist, brown SILTY SAND. ------------------------------___ J Advance Outwash Loose to medium dense, moist, red-brown-gray, fine to medium SAND with rounded, fine to medium 2 -1.gzavel. ____________________________________________ . ___ J- Medium dense to dense, moist, gray, medium to coarse SAND, few fine to coarse, rounded gravel. 3 - 4 - 5 - 6 - 7 - 8 - 9 .. 10 · 11 · 12 - 13 - 14 - 15 - 16 -+------------------------------------ 17 - Bottom of exploration pit al depth 16 feet No ground water seepage encountered during exploration. No caving. 18 - 19 - Logged by: MT Approved by: 11\ Hazelwood Elementary Newcastle, WA Associated Earth Sciences, Inc. ~~[!J[!i~ Project No. KE03329A June 2003 I I I I I I I I ' i I I I i I ' I ' I I ' i I I I : I ' I I I I I I I I LOG OF EXPLORATION PIT NO. EP-10 e. This log Is part of !he reporttepared by Associated Earth Sciences, Inc. (AESI) for the named llroject and should be ,5 read together with !hat repo for com~lete Interpretation. This summary a~plles only to the loca ·on of Uils trench at the 0. time of excavatlon. Subsurface condl ions may change at this location wi the passage of time. The data presented are " 0 a slmplfication of actual conditions encountered. . . DESCRIPTION Loose, moist, dark brown, SIL I Y fine SAND, organic (leaf mold and root hairs). ~-----------------------------------------------------Advance Outwash 1 -Loose to medium dense, moist, red-brown-gray, fine to coarse SAND, abundant fine to coarse, 2 -rounped gravel and cobbles. ~-----------------------------------------------------Dense, moist, gray, fine to medium SAND with rounded, fine to coarse gravel and some cobble. 3 - 4 --Dense, moist, gray, medium to coarse SAND with rounded, fine to coarse gravel, few cobble. - 5 - 6 - 7 - 8 - 9 - 10 - 1'I - 12 - 13 - 14 - 15 - 16 17 - 18 - 19 - More fine to coarse gravel and cobble. -Dense, moist, gray GRAVELLY coarse SAND/SANDY medium GRAVEL. --------------- Bottom of exploration pit al depth 16 feet No ground waler seepage encountered during exploration. No caving. Hazelwood Elementary Newcastle, WA ' ' I Logged by: MT Approved by: '7il Associated Earth Sciences, Inc. ~~~~~ Project No. KE03329A June 2003 I I I I ' i I I ' I I ' I I I I I •• I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I M Q Q I N ~ ~ ~ ~ '-1 I :i m N M M Q "' LOG OF EXPLORATION PIT NO. EP-11 This log is part of the report prepared by Associated Earth Sciences, Inc. (AES!) for the named project and should be read togeUier with.that report for complete Interpretation. This summary applies only to the location of this trench at the lime of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are a simplfication of actual conditions encountered. DESCRIPTION Loose, moist, dark brown, SIL TY fine SAND, organic (leaf mold and root hairs). ~-----------------------------------------------------1 _ Advance Outwash 2 - 3 4 - 5 - 6 - 7 - Loose to medium dense, moist, yellow-brown-gray, fine to coarse SAND, few rounded gravel, roots to2'. Tukwila Formation Dense, moist, dark gray to brown tuffaceous SANDSTONE, fractures 4" to 6" blocks, dark red to black oxidation staining on fractured surfaces. 8 -!------------------------------------------ 9 - 10 - 11 - 12 - 13 - 14 - 15 - 16 - 17 - 18 - 19 - Bottc,m of exploration pit al depth 8 feet No ground mter seepage encountered during exp\oraUon. No caving. Hazelwood Elementary Newcastle, WA Associated Earth Sciences. Inc. Logged by: MT Approved by: }'(., ~m~~(j] Project No. KE03329A June 2003 i i I I I ' I I I, I I 11 ! g I 0 LOG OF EXPLORATION PIT NO. EP-12 This log Is part of the report prepared by Associated Earth Sciences, Inc. (AESI} for the named project and should be read together with that report for complete Interpretation. This summary applies only to the locaUon of this trench at the time of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are a slmplficatlon of actual conditions encountered. DESCRIPTION Loose, moist, dark brown, SIL TY fine SAND, organic (leaf mold and root hairs). ----------------------AdviricSOUtw~h---------------------- 1 -Loose to medium dense, moist, yellow-gray-brown, fine to medium SAND. few rounded gravel. 2 - 3 - 4 - 5 - 6 - 7 - Tukwila Formation Dense, moist, dark gray tuffaceous SANDSTONE and TUFF, fractured into 4" to 8" blocks, dark red to black oxidation staining on fractured surfaces. Altered to clay. 8 9 -l------------------------------·-·--·---------··-- 10 · Bottom of exploration pit at depth 9 feet No ground water seepag~ encounta1ed during exptoratkil No caving. 11 · 12 · 13 .• 14 - 15 - 16 · 17 - 18 - 19 - §.!.!---------------------------------" . i1 ~I ~' ::I' o. " I I Logged by: MT Approved by; ~ Hazelwood Elementary Newcastle, WA Associated Earth Sciences, Inc. ~~lml!I~ Project No. KE03329A June 2003 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ~ 0 is I ~ ~ ~ ~ 0. "! I :i m N t:! 0 ~ g ,5 C. " 0 LOG OF EXPLORATiON PIT NO. EP-13 This log Is part of the report prepared by Associated Earth Sciences, Inc. (AESI} for the named project and should be read together with that report for complete Interpretation. This summary applies only to the locafion of this trench at the time of excavation. Subsurtace conditions may change at this locaUon with the passage of lime. The data presented are a slmplflcatlon of actual conditions encountered. DESCRIPTION loose, moist, dark brown, Sil TY fine SAND, organic (leaf mold and root hairs). ~-----------------------------------------------------1 -Advance Outwash Loose to medium dense, moist, yellow-gray-brown, fine to medium SAND, few rounded gravel. 2 -+-----------------::T,,-u7kw.....,,il,--a·°F=-o-,-m-a""ti,--o_n _______________ _ 3 - 4 - 5 - 6 - 7 8 - 9 - 10 - 11 - 12 - 13 - 14 - 15 - 16 - 17 - 18 - 19 - Dense, moist, dark gray ANDESITE, fractured with dark red to black oxidation staining on fracture surfaces. less fractured with depth. Bottom of exploraUon pit at depth 7 feet No ground water seepage encountered during exploration. No caving. Hazelwood Elementary Newcastle, WA Associated Earth Sciences, Inc. Logged by: MT Approved by: 'ft m~lm~(J Project No. KE03329A June 2003 LOG OF EXPLORATION PIT NO. EP-14 This log Is part of the report prepared by Associated Earth Sciences, Inc. (AES!) for the named project and should be read together with that report for complete interpretation. This summary applies only to the locallon of this trench at the time of excavation. Subsurface condlUons may change at this location with the passage of time. The data presented are a simplfication of actual conditions encountered. · DESCRIPTION ...__Loose, moist, dark brow!!, SIL TY fine SAND.Lorg_anlc (Leaf motdynd root hair~~ __________ .,.. 1 - 2 - 3 4 - 5 - 6 7 - 8 - 9 ~ 10 I J 11 12 ] 13 14 - 15 - 16 - 17 - 18 - 19 - Advance Outwash Medium dense, moist, yellow-green-brown, fine to medium SAND, few rounded, fine to coarse gravel. Tukwila Formation Dense, moist, dark gray, tuffaceous SANDSTONE, fractured 4" to 6" fragments, dark red to black oxidation staining on fracture surfaces. Bottom of exploraUon pit at depth 6 feet No ground water seepage encountered during exploration. No caving. ~;_· -------------------------------------------~; ,-:, -1 ~I 0:1 "l jl 81 !:>: Logged by: MT Approved by: 'l1 Hazelwood Elementary Newcastle, WA Associated Earth Sciences, Inc. ~~~~~ Project No. KE03329A June 2003 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ~ C C N I ;:; ~ "S ~ ~ <!! I ~ N ::! C e? LOG OF EXPLORATION PIT NO. EP-15 This log is part of the report prepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be read together with that report for complete Interpretation. This summary applies only to the location of this trench at the lime of excavation. Subsurface conditions may change al this location with the passage of time. The data presented are a simplftcatlon of actual conditions encountered. DESCRIPTION ...J..oose, moist,..dark brow,:;, SIL TY fine SAND,_ or@nic (leaf mold and root hairfil. __________ .,. Fill 1 -Dense, moist, dark brown, SIL TY SAND, 1" to 16" diameter sandstone fragments. 2 -Loose, moist, gray SIL TY SAND, mottled, 4" to 12" diameter sandstone fragments. 3 -Sides of hole caving. 4 -3' by 3' boulder. 5 - 6 -Many 12" to 18" sandstone fragments. 7 - 8 - 9 - 10 --·--------------------------------·------------- 11 - 12 - 13 - 14 - 15 - 16 - 17 - 18 - 19 - Bottom of exploration pit at depth 10 feet No ground water seepage encountered during exploration. Caving below 3'. Hazelwood Elementary Newcastle, WA Associated Earth Sciences, Inc. Logged by: MT Approved by: '}1 ~~~[!ii~ Project No. KE03329A June 2003 I I ! I I I I ' I I ' ! ! ' ' I i I i I i ' I ! I I ' ' I ' ' ' I I ' ' I I LOG OF EXPLORATION PIT NO. EP-16 g This log Is part of the report,l'repared by Associated Earth Sciences, Inc. (AESI) for the named ~reject and should be = read together with that repo for com~lete Interpretation. This summary agplles only to the loca ·on of this trench at the C. time of excavation. Subsurface condl ions may change at this locaUon wit the passage of Ume. The data presented are " 0 a slmplficat!on of actual conditions encountered. DESCRIPTION Trash/ Fill Loose, moist, brown SIL TY SAND. 1 -30% wood and organics. 2 -Wood, branches, plastic, rebar, metal fencing, steel cable, glass soda bottles, more chain link 3 - fencing, concrete curbs -many 1' to 3' sections of 6" curb. 4 - 5 -~-----------------------------------------------------Loose to medium dense, moist, red-yellow-brown, fine to coarse SAND, rounded, fine to coarse 6 - 7 - 8 9 - ·10 ] 11 I 12 13 - 14 - 15 - 16 - 17 - 18 - 19 - GRAVEL, some cobble, mottled. Advance Outwash Medium dense, moist, gray, fine to coarse SAND, rounded fine to coarse GRAVEL, few cobble. Tukwila Formation Dense, moist, dark gray SANDSTONE, 6" to 8" fracture blocks, dark red to black oxidation staining on fracture surfaces. Bottom of exploration pit at depth 12 feet No ground water seepage encountered during exploration. No caving. Hazelwood Elementary Newcastle, WA Associated Earth Sciences, Inc. Logged by: MT Approved by: ?1 ~~~~~ Project No. KE03329A June 2003 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I i I ;; ~ ~ ~ il! I i M a ~ g s C. " Cl LOG OF EXPLORATION PIT NO. EP-17 This log Is part of the report prepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be read together with that repqrt for complete Interpretation. This summary applies only to the location of this trench at the time of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are a slmplficatlon of actual conditions encountered. DESCRIPTION Loose, moist, dark brown, SIL TY fine SAND, organic (leaf mold and root hairs). 1 -Vashon Lodgement Till Loose to medium dense, moist, yellow-green-brown, fine to medium SAND, with rounded fine to 2 _ -.,9oarse..9rave.!., few cobble. _____ · -----------_ ------------------__ .,. Medium dense, moist, gray, fine to coarse SAND with rounded, fine to coarse gravel, few cobbles. 3 - 4 - 5 - 6 - 7 - 8 - 9 - 10 1·-B-o~~m-o_f_e-xp-lo-ra-tio_n_p-ll_a_t d-e-pt-h-10_f_e_e_t ___________ ------------------- 11 -\ No ground water seepage encountered during exploration. No caving. 12 - 13 - 14 - 15 - 16 - 17 - 18 - 19 • Logged by: MT Approved by: '}I\. Hazelwood Elementary Newcastle, WA Associated Earth Sciences, Inc. ~~~~~ Project No. KE03329A June 2003 i ~ LOG OF EXPLORATION PIT NO. EP-18 This log ls part of the report prepared by Associated Earth Sciences, Inc. {AES!) for the named project and should be read togellier with that report for complete interpretation. This summary applies only to the location of this lrench at the time of excavation. Subsurface condiUons may change at this location with the passage of lime. The data presented are a simplflcallon of actual conditions encountered. DESCRIPTION Loose, moist, dark brown, SIL TY fine SAND, organic (leaf mold and root hairs). 1 -Vashon Lodgement TIii Loose to medium dense, moist, yellow-brown, fine to medium SAND, with rounded fine to coarse 2 ---DL.avcl, few cobble. ------____ ----------_ -------__ -------____ .,, Dense, moist, gray, fine to coarse SAND with rounded, fine to coarse gravel, few cobbles. 3 - 4 - 5 - 6 - 7 - 8 - 9-+------------------------------------ 10 -Bottom of exploration pit at depth 9 feet No ground water seepage encountered during explorallon. No caving. 11 - 12 - 13 - 14 - 15 - 16 - 17 - 18 - 19 - ~--.!a--------------------------------------- Hazelwood Elementary Newcastle, WA Associated Earth Sciences, Inc. Project No. KE03329A I I I I II I I I I I I I I I I I I I Logged by: MT Approved by: ~~~~~ June2003 I I· I I I I I I I I I I I I I I I I I I Associated Earth Sciences, Inc. Exnloration LOCI ~ ~ ~ f!j tJ Project Number I Exploration Number Sheet KE03329A EB-1 1 of 1 Project Name Hazelwood Elgmeo!;;i[)l Ground Surface Elevallon (ft) Location Ne)lli:;as!!1a1. W!:,. Datum hllA Drtller/Equipmenl Davjgs Qrilliog 11::lSEt; Date Start/Finish 06130103 6130103 Hammer WetghVDrop 140#/ 30" Hole Diameter (in) g 5 }c "' "' o-ui ·-0 ~1 !. .<: .0 =i Blows/Foot " = c. E ,,_ I-C. s E !!! "' ;::i 20 Iii Q) T .. r.!l<n ~ iii = 0 (I) 8 DESCRIPTION 10 20 30 40 0 S-1 "' r ,-"2 , .. Vashon Lodgement TUI Dry to moist, light brown, SILTY fine SAND/fine SANDY SILT, few fine gravel. Moist, gray, SILTY fine to medium SAND with fine to medium gravel; 14 . S-2 rounded. . 27 • 64 Moist, gray, tlne to coarse SAND with fine to coarse gravel, trace silt. 37 ~ 5 5.3 Moist, gray, fine to coarse SAND, some fine to coarse gravel. 17 25._ · 50/ ~ 0/ I 5.4 34 on' 'l"-50/ " --10 Bottom of exploration boring at 9 feet '-15 . ·-· -----20 ~ 25 ... 30 .._ 35 M 0 0 N ,,; ~ ;;: '!! ~ Sampler Type (ST): N [D 2" OD Split Spoon Sampler (SPT) 0 No Recovery M -Moisture Logged by; MT s is ITT 3" OD Split Spoon Sampler (D & M) I] Ring Sample ~ Waler Level () Approved by: J( ~ I I Associated Earth Sciences, Inc. Exoloration Loa ~~rm~~ Project Number I Exploration Number I Sheet KE03329A EB-2 1 of 1 Project Name Location Driller/Equipment Hammer WelghVDrop I t:Jazelwogg Elemeotat:,! Newcastle, WA Ground Surface Elevation (fl) g ... ,20 '*-.c:,, s E !! T .. "' S-1 S-2 5 S-3 S-4 I 10 15 20 25 30 35 ' Davies Drjlling I t:JSEA 140# / 30" DESCRIPTION Weathered Vashon Lodgement Till Moist, light orangish brown to gray, SILTY fine to coarse SAND, few rounded gravel. Vashon Lodgement Till Moist, brown-gray, fine to coarse SANDY GRAVEL/GRAVELLY SAND. Rock in tip of sample. Bottom of exploration boring at 8 feet No ground water or seepage encountered during exploration. Datum Date Start/Finish Hole Diameter (In) 3 4 3 3 3 4 21 37 48 0 ' 10 A A NIA 06130/03 6{3DIQ3 Blows/Foot 20 30 40 as 50 s ;;l--,,S-amw,pl-er"'T,-yL..pe-("'S,!T""):-----------------------'-....JL.J...1..._..L_.1-....JL..-L.J.-..L.--1 ~ Ql 2" OD Spilt Spoon Sampler (SPT) ~ ill 3" OD Spilt Spoon Sampler (D & M) 0 No Recovery I] Ring Sample M -Moisture 'jJ. Water Level () -•••-•--• -··-• -• .:-..... , ..i..:u: .... r11Tn\ Logged by: MT Approved by: 1-\ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I --~-------------l Associated Earth Sciences, Inc. Exoloration Lo!'.! ~~~['4~ Project Number I Exploration Number Sheet KE03329A EB-3 1 of 1 Project Name l:!azelwggd t;l!lm!lo!a~ Ground Surface Elevation (fl) Location f::!ewi;;.istl§, W 8 Datum Ill Ill Driller/Equipment Clavjes Qrilliog I HSFA Date Start/Finish 06130l03 6130/03 Hammer WeighUDrop 140# / 30" Hole Diameter (in) ' g u-=j 1 i .!!) I ·-0 "' .c .c Blows/Foot ~ = "'[ ,,_ C. s E ,: C. ~ ~ Q) " 15 (/) ~ !l " 0 T (/) ~ ID = DESCRIPTION 10 20 30 40 0 , 8 S-1 FIii 13 A.15 Dry to mois~ light brown, SIL TY fine SAND, few fine gravel, mottled, some 3 orange oxidation. S-2 Same 4 3 '~10 7 -5 Cuttings more brown and more medium gravel. 5.3 --------------------------------8 • Vashon Lodgement Till 21 ~60 Moist. brown-gray, SIL TY fine to coarse SAND, few rounded gravel. 39 • ' -10 =·S-4 0/' '1"50/ ~ • Bortom of exploration boring at 10.1 feet Bottom el 10.1' on rock-could not drill or sample through . • 1-15 -20 • >-25 -30 ~ 35 ~ ~ "' ,. .. ;:• "! J; Sampler Type (ST); ill OJ 2" OD Spill Spoon Sampler (SPT) 0 No Recovery M · Moisture Logged by: MT ~ 0 Jl " ill 3" OD Spill Spoon Sampler (D & M) I] Ring Sample 'SJ. Water Level () Approved by: g -~ • V.1-•-~ 1 ......... 1 -.+ +imo nf .-lriUin.-, IATn\ ' 'Associated Earth Sciences, Inc. Exoloration Loa ~ i! ~ ~ ~ Project Number I Exploration Number Sheet KE03329A EB-4 1 of 1 ~reject Name l::la.:§IWoQd !;]emeota~ Ground Surface Elevation (ft) Location N!lWQ!lSl!g, 't/./:, Datum !Ill~ Driller/Equipment Davi§S Drilling I l::ll2F/:, Date StarVFinlsh 0Bl30l03 6130l03 Hammer WelghVDrop J40tf / 3Q" Hole Diameter (in) ' I I 6 J~ j £ "' o-1;; % ·-0 ="' ~ !!! Blows/Foot ,: ,Q ~[ Q) " !i ~ I g-s E ~i ~ " T .. (!) (/) ~ ffi 5 .0 (/) DESCRIPTION 8 0 10 20 30 40 I ' a S-1 Vashon Lodgement TIii . 28 58 DI)' to moist, light brown, flne SANDY SILT/SIL TY flne SAND, trace SD ' I gravel. 5-2 Moist, gray-brown, fine to coarse SAND with fine to coarse rounded gravel, 23 I • o,~ •-1014• I mottled. I _, 5 22 S-3 5 ,s.,· 50/ s· I : i I -110 l S-4 ~~' ' Moist. gray-brown, SIL TY fine to coarse SAND with fine to coarse, t..501 • rounded gravel. lor. r:c S-5 Moist, dark gray, medium to coarse SAND. some grounded gravel. 4 50/:." I i OF. r-11s I 5-6 ' 5D/f. I Bottom of exploration boring at 15.5 feet No ground water or seepage encountered during exploration I : -.20 I I I ' I f-25 i ' ' ~!30 ' I I J 35 M I g N ';:, I ~ ~ I J; I Sampler Type (ST): ~ [l] 2" OD Split Spoon Sampler (SPT) 0 No Recovel)' M -Moisture Logged by: MT 0 "' ' [[] 3" OD Split Spoon Sampler (D & M) [I Ring Sample ~ Waler Level () Approved by: ~ 0 --.... . .. _, -• •!---t _,,.rn:--IIITr'\\ I I I I I I I 1, I I , I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Associated Earth Sciences, Inc. Exnloration Loa ~ ~ Im [!i ~ Pro)ecl Number I Explorallon Number Sheet KE03329A. EB-5 1 of 1 Project Name t:!azi!lwood Elgmentan,: Ground Surface Elevation (ft) Location N11wg;istl!;1, Wf:, Datum t;J/A Driller/Equipment Davjef Drilling l t:!SF8 Date Start/Finish 06/30/03,6130/03 Hammer WeighUOrop 140# 30" Hole Diameter (in) g C: 1 .l!l " o--~ ~ U) Q) ·-0 Blows/Foot ~ .t::. .a = C. ~~ ol< ,..J 0. s E I ~ ~ S: E Q) ~ T " (!)"' ai 5 <n 8 DESCRIPTION 10 20 30 40 k,2 ~1/4" r "-lih, •u 114" m) • S-1 FIii 10 .6.22 Moist, light brown, fine to medium SAND, few rounded gravel. 12 ' S-2 Moist to wet. olive-gray, fine to coarse SAND, trace silt, few rounded fine 3 A gravel. 3 4 t-5 S-3 2 A 3 4 t-10 Wet, olive to gray, fine to medium SAND, trace sllt, trace fine gravel, 1/4" S-4 5 "'2i; . thirlt l"lrn~n:,. ;;;. .... ..:::..;_ :it 1~"1 nf ... ..,_...,!Pr 5 Advance Outwash 21 ' ~ 15 Moist, brownk~ray, coarse SAND, fine to medium fravel, yellow oxidation, S-5 12 reddish, roun ed gravel near tip of sampler, bits o black carbon. 39 <il.61 42 ' ~ 20 Mais~ light brown-gray, coarse SANO, few fine gravel, yellow-orange S-6 14 J 49 oxidation. 24 25 ._ 25 S-7 Wet to saturate<l, gray-brown, coarse SANO, slight orange oxidation. ?: 13 01 •so, • ._ 30 Moist, gray, fine to coarse SANO. 10 S-8 23 ,1,.52 29 Bottom of exptoratlon boring al 31.5 feel Seepage at 25'. 1--35 8 N ,-: i ~ ;;: '!! a, Sampler Type (ST): m Pl [D 2" OD Split Spoon Sampler (SPT) 0 No Recovery M -Moisture Logged by: MT 8 0: OJ 3" DO Split Spoon Sampler (D & M) I] Ring Sample ~ Waler Level () Approved by: t\ Q --...... ··--· Associated Earth Sciences, Inc. Exnloration Loa m ~ ~ [!i ~ Project Number I Exploration Number Sheet KE03329A EB-6 1 of 1 Project Name !:lsii:!!ll/iOQd Elerm,o!J.Q! Ground Surface Elevation (ft) Location Nel/,£Ci!§li!l, W /:, Datum t,llA Driller/Equipment Di!Yi!!§ Qcllllog I l:ISEA Date Start/Finish 06130103 6110/03 Hal'nmer Weight/Drop 1!\0# / JQ" Hole Diameter (in) ' g "' u- =~ J, ~ t :2 .8 " <D Blows/Foot 0) 5 @°[ r~ ~l I-0. s E ~ .. .. T .. C) (/) ~ ai 5 0 (/) 8 I DESCRIPTION 10 20 30 40 0 ! ~ "'~nn . 10 S-1 FIii 12 A: Dry to moist, light brown, SILTY fine SAND, few rounded gravel. 14 I Dry to mols~ ll~ht g~brown, fine lo medium SANDY I GRAVEUGRA ELL SAND. a S-2 Moist, light brown-gray, fine to coarse SAND, few rounded gravel. 14 A24 I ,o ' -5 J I S-3 Moist to wet, darl< brown SIL TY SAND, trace rounded, fine gravel, organic, 4 Ao 3 I reddish oxidation zone. . 5 I --------------------------------Advance Outwash I :i L.. 10 Wet to saturated, light gray, medium to coarse SAND, few fine gravel. I S-4 25 24 5Qf ~ I OJ!• I I ' I L.. 1$ Wet, gray, medium to coarse SANO, few fine gravel, oranglsh oxidation. 24 "·' S-5 20 I 11 I I L-2tj We~ gray, medium to coarse SAND. ,o i S-6 16 A7 21 I ' ' I '-25 I Wet to saturated, gray, medium to coarse SAND. l/. I S-7 14 ' 23 55 I 32 ' I Bottom of exploration boring at 26.5 feel Seepage al 10' and 25' ! ~ 30 I L I ! I -35 ' i ' I ,.: :; I .ij .: I "! I ~ Sampler Type (ST): ::l : [[) 2" OD Split Spoon Sampler (SPT) 0 No Recovery M -Moisture Logged by: MT s "' I[[) 3" OD Split Spoon Sampler (D & M) [I Ring Sample Si. Waler Level() Approved by; ~ 0 -... ~ ' .... , ....... , I I I I I I I I I I I I I I I I I I I 11 I I I I I I I I I I I I I I I I I I Associated Earth Sciences, Inc. Exploration Loa ~ ~ ~ ~ ~ Project Number I Exploration Number Sheet KE03329A EB-7 1 of 1 Project Name HazelwoQd El!iimea!a[ll Ground Surface Elevation (ft) Location N!,WC8§tl§, WI!, Datum Ill/A Driller/Equipment D;ivi§ls Dtilliag I HSE8 Date StarVFinish Zll 103 ZlH03 Hammer WelghUDrop 140# / 30" Hole Diameter (in) g .ll .Y "5 g g} ~ ~1 .c .0 "'" Blows/Foot ,5 C. o. E .,_ C. s E I:! >, s:~ I fr) .. T .. 0 (I) Cl en 8 DESCRIPTION 10 20 30 40 l S-1 2 A14 Fill 6 Meis~ gray, medium SAND. 8 Moist, dark brown, fine SANDY SILT. Moist, tight browr,-g'ni medium SAND, orange oxidation. 2 S-2 Moist, 8ray-brown S D. 1 A2 > Moist, ark brown, fine to medium SANDY SILT, orange oxidation. 1 Moist reddish light brown, medium to coarse SAND, orange oxidation. I-5 Wet, reddish brown, SIL TY fine to medium SAND/SANDY SILT, few fine S-3 4 As > rounded gravel. 2 3 ' -10 We~ light gray, very fine SANDY SILT, orange.oxidation. S-4 5 ... ,, '"1-• L...":_.:::::. .. -~ .. · f'jno tn --""'i··-c," ur"\ ,;:_ no ---··-• • Advance Outwash 16 Wet, gray, fine to medium SAND. > I-15 Moist, gray, fine to coarse SAND, few fine to medium gavel. some orange S-5 15 oxidation. 40 ' 43 ' -20 Bottom of exploration boring at 21.5 feet No ground water or seepage encountered during eicptoration. 1-25 -30 1-35 M 1l ;; :i, .: ;l Iii Sampler Type (ST): N ffi 2" OD Split Spoon Sampler (SPT) 0 No Recovery M -Moisture Logged by: M M 0 m 11 Rina Samele ~ ., .. r""ln c ... i:. Q,..,...,..,.. c::~mnl~r tn /l, Ml Si'. Water Level () Approved by: .!!l "' <I) t- ~ ., ,E 0 't"B3 MT )'l Associated Earth Sciences, Inc. Exoloration Loa m ~ ~ ~ ~ Project Number I Exploration Number Sheet KE03329A EB-8 1 of 1 Project Name l:lazelwogg Ell:lmeot;i[:i Ground Surface Elevatio~ (ft) Location ~ewc;ai,tle, WA Datum WA Driller/Equipment Davies Qrilliog l l:!SEA Date SiarVFinish ZIOJ 103 ZlHD3 Hammer WelghUDrop 1~Qtl / 30" Hole Diameter (In) • I .,,I J. $ U) <.>- t ·-0 ~~ Blows/Foot .c .0 ,5 s !!"~ ~Q ~ 3 0. !i:e ! .9 " T <!l en 0 en 8 3: c:, DESCRIPTION 10 20 30 40 : S-1 12 J..7 FIii 20 Dry to moist, light brown SIL Ty fine SAND, rounded gravel and cobble. 17 I Wel gray-brown, SIL TY flne lo coarse SAND, few rounded fine gravel. 3 S-2 3 A I 4 ' '-5 - I S-3 Advance Outwash 7 .6~a 14 ' -Moist, red-brown to gray, fine to medium SAND, few rounded gravel, . 14 I mottled. I ,.._ 10 Wet to moist, yellowish gray SILT grading to flne to medium SANO, orange S-4 4 oxidation. 17 ,:l.30 Fractured gravel In middle of sampler. 13 ; ' ' ' L-1s Moist, gray, fine to coarse SAND, few rounded gravel In tip; horizontal ' S-5 6 J 39 I 1110" lamlnalions -dark/light. 19 20 I I ' I-20 Moist, gray. fine to coarse SAND. ' 7 I S-6 21 31 Aottcm of exploration boring at 21.5 feel ' 1-2s ' I I ~ 30 I I '--i35 ij I I r I ~ I ._ Cl ;;;; I Sampler Type (ST): ~ ~ I [TI 2" OD Splil Spoon Sampler (SPT) 0 No Recovery M • Moisture Logged by: I ffi 3" OD Split Spoon Sampler (D & M) I] Ring Sample rt Water Level () Approved by: 0: Q --... ,~,~., _,,_, -• .1 ....... ,.r .f,-;m,..,.. t6Tn\ •P.52 MT t1. J!l U) i! l;; ,5 0 I I I I I I I I I I I I I I I I I I I I Associated Earth Sciences, Inc. Exploration Loa I ~ ~ ~ !!I ~ Project Number I Exploration Number Sheet KE03329A EB-9 1 of 1 Project Name H,!Z!;!IWQOd E!ementa[)! Ground Surface Elevation (ft) Location ~!i!Yi!l§§ll!i!, WA I I I I I I I I I I I I I I I I I Datum Drtller/Equlpment Q§vies Qri!ling / HSE8. Date SlarVFlnish Hammer WeighUDrop 140# / 30" Hole Diameter (in) g ,: }, " u-0 t :2 _g =~ ., ie 5 a. E .,_ ~$ 0. s E 0~ ~~ ., T " ~ .Q 0 C/) 8 ~ CD DESCRIPTION 10 ~ -s S-1 Vashon Lodgement TIii 10 Ory to moist, light brown, SILTY fine SAND, few fine rounded gravel. 12 Moisi light brown, fine to coarse SAND with slit, fine to medium rounded gravel. 23 s.2 __:~J!~~~,~~ ~ :~~ ~D.'., ~~ ~l'.:_~~"._°'~~u:_ -_ -5 /5. " Moist, Ilg ht brown-gray, fine to coarse SANO, rounded gravel. I-5 > S-3 16 43 0/ Bottom of exploration boring at 6.5 feet > ,.._ 10 1-15 , > 1-20 > ~ 25 1-30 . I-35 g N r ~ Cl ;i; Sampler Type (ST): re []) 2" OD Split Spoon Sampler (SPT) 0 No Recovery ::i M -Moisture 0 0: m 3" OD Split Spoon Sampler (D & M) I] Ring Sample ~ Waler Level () 0 --•••-•--1 -··-1 -• ~ .......... ~ .oiriWnr, f~Tn\ NlA Z/Oj /03,ZlJ /03 J!l " Blows/Foot ., I- ~ ., 5 20 30 40 0 A22 ••so~ .5" ·•sor.. I Logged by: MT Approved by: y'! Associated Earth Sciences, Inc. Exnloration Loa ~ ~ ~ ~~ Project Number I Exploration Number Sheet KE03329A EB-10 1 of 1 ProJ~ct Name l:!.iZll!wood l;;!emiiota[)! Ground Surface Elevation (ft) Loe.alien ~§ll/CBStJ!;!, 't:J..A Datum b!IA Driller/Equipment Da:.!i§l! Drilling / l:JSE8 Date Start/Finish Z/j 103 Zl:1103 Hammer WeighUDrop 140# / 30" Hole Diameter (in) g i o-g J .. -o ~l Blows/Foot 5' .c., '= Q) s E ft[ ~ii 0. I .Q ~· T .. (!) U) 5 U) 3: CD I DESCRIPTION 10 20 30 40 ' Vashon Lodgement Tllt 9 S-1 Dry to moist, light brown, SILTY fine SANO/fine to medium SANO. 27 I 35 ' Moist, gray, SIL TY fine to medium SANO, rounded fine to coarse gravel. 15 S-2 29 ' ' 55 -5 ] Moist, gray, SIL TY fine to medium SANO, rounded fine to coarse gravel. 19 I S-3 0/ ' o, C. 10 b: S-4 I ' Bottom of e,q:iloration boring at 10.2 feet I No ground water or seepage encountered during exploration. ' I C. 15 I I I '-2p ' I I i '-25 ' I ' ' C C I '-30 I I I I ~ 35 ~ I 0 !ii i ,: f I I a! I C! ;;; I Sampler Type (ST): m N D) 2" OD Split Spoon Sampler (SPT) 0 No Recovery M -Moisture Logged by: A 0 "' I m .,. nn <::nm !-tnnnn ~::.mnler fD & M\ 11 Ring Sample :ii'.. Waler Level () Approved by: !£ ~ ~ Q) ,5 0 ' 62 84 ' 50/ " i'-50J'I,, i MT ?'-, I I I I I I I I I I I I I I I I I I I I I I I I I I •• I I I I I I I I I I I Associated Earth Sciences, Inc. Exnloration Loa ~~~~~ Project Number J Exploration Number Sheet KE03329A EB-11 1 of 1 Project Name !:!.izelwggd Eh2rnent.i01 Ground Surface Elevation (fl) Location ~!llli!:s!!ll!11. WA Datum flllA Dnller/Equlpment 6QI:mc l tlSEA .iod Cli!l[QQDQ Rit BQQ~ Qare Date Start/Finish B/4103 B/4103 Hammer WelghUDrop j!!O# I JQ" Hole Diameter (in) g .. <>-§ ~. 5 ~ :c .8 ~i .5 ~ Blows/Foot 0. s ~ ~~ ~i ~ § " T <.!) "' jw Cl "' 8 DESCRIPTION 10 20 30 40 Vashon Lodgement Till Damp to mois~ yellow.brown, SIL TY SAND with gravel (SM); contains scattered cobbles. 5 S-1 '"Damp to moist, gray, SANDY GRAVEL (GW); contains scattered cobbles .. - t-S-7.2 Change from auger to rock core at 7' 2". 32 46 ,-S-7.5 ROD=O% o,,. ROD=O% ~ 10 -S-9.5 Rounded gravel 114" to 1112". -p-12. ROD=O% ~ 15 dl-14.1 R00=0% ~fl-15.: ,__ ----------Tukwila Formation ----------- Moist, dark gray andesltic BRECCIA and VolcanlcTUFF. t-p-17.1 ROD = 80% (good). t-20 ROD = 83% (good). ~fl-22. ,-25 ROD = 95% (excellent). -p-27. ,-30 ROD= 90% (excellent). r-S-31 Bottom of exptoralion boring at 31 feet ~r-35 lil :i • D E • t z « "1 ~ Sampler Type (ST): Pl ID 2" OD Split Spoon Sampler (SPT) 0 No Recovery M -Moisture Logged by: n 0 ill U Ring Sample Approved by: " 3" OD Split Spoon Sampler (D & M) ~ Water Level () 0 " "" 171 -· .. -. -V W::1ti:>r [ PVPl ~t timP. nf nrmino (ATD) £l .. /!!. ~ " 5 0 " 50/ • 0 0 0 0 0 so 83 95 90 MT "'1-A-ss_o_cla-te_d_E_a_rth-Sc-ie_n_ce_s_, l-nc-.--,-----------=ex=--rn""'11-o-ra-,-,ti~o-n-=-L-o-,a-----------, I ,~ ~ Im !Ji ~ PK1~1~29 ~r I Explor~~~f2mber ~h~f\ i------------,-,---,----,:'=--,--~--~-----t I Project Name Hazelwood Elementa,:y Ground Surface Elevation (ft) Location Newcastle WA Datum ~N-{A~------- 'ortller/Equipment Bortec / HSFA and pjamond Rjt Rock Core Date StarVFlnlsh at5/Q3 Bl5/Q3 ·HammerWelghUDrop _1~4~0u#~/ :3~P-"------------------Hole Diameter (In) ---·------I --.r---,--,---------,----,,--,-------.--1 [§: !1 I-5 S-1 > tr S-2 -10 I-S-9.! ._ S-11 . -l-14. -15 -l-18.! 1 ,.. 20 -S-24 -l-26.• 1--28. I -30 -5--30 I DESCRIPTION Vashon Lodgement TIii Damp, light brown-gray, SIL TY SAND with gravel (SM); contains scattered cobbles. Switch to rock core at 9'. ---------Tukwilaformation -------- ROD = 0% (very poor). Damp, light brown to gray. VOLCANICLASTIC SANDSTONENOLCANIC TUFF, weathered fractured, highly weathered sandstone In fractures, red oxidation staining on fracture surfaces. ROD = 0% (very poor), --------------------------------- ROD = 26% (poor). Dari< gray, VOLCANICLASTIC SANDSTONE/ VOLCANIC TUFF, weathered clay soil with fractures. ROD = 16% (very poor). -Brown to tan VOLCANICLASTIC SANDSTONENOLCANIC TUFF, --- weathered, maximum fragment= 2". ROD = 0% (very poor). Less weathered with depth. ROD = 0% (very poor). RQD = 0% (very poor). Bottom of exploration boring at 30 feet 13 23 32 0/! Blows/Foot 10 20 30 40 11 ~ 0 I I I so," I 85 I 80 I 90 I 951 I :: I as I i I ' ' a,.. 35 I ,:: I ! I 1~1----,,--'--',---:-'-~-------~~~~~-'--i ,< Sampler Type (Sn: !ii [D D I ::i 2" OD Split Spoon Sampler (SPT) No Recovery M • Moisture Logged by: MT ii [D, 3" OD Split Spoon Sampler (D & M) I] Ring Sample Si'.. Water Level () Approved by: i;;;;i --f7I ~._,.,, T •••• ~---•-V Water Level at time of drilllno (ATD) I I I I I I. I I I I I I I I I I I I I Associated Earth Sciences, Inc. Exoloration Log ~ ~ Im [JI rJ Project Number I Exploration Number Sheet KE03329A EB-13 1 of 1 Project Name Hazeill!OQd !;lemeo!<1~ Ground Surface Elevation (ft) Location f:!lell!castle, w /!, Datum tll/8 Driller/Equipment 6ortei. / 1:1SFA aod Qlamood 811 8Qck Core Date Start/Finish 815/03,8/5/03 Hammer WelghUDrop j401f / 3Q" Hole Diameter (In) g o-,g !~ ~ ~ ·-0 Blows/Foot 5 it =" 0. s E i~ /;; ~ " T .. (!) Cl) I co 0 Cl) 8 DESCRIPTION 10 20 30 40 Vashon Lodgement Till Damp to moist yellow-brown, SIL TY SAND, trace rounded gravel and cobbles. Tukwila Fonnation Damp to moist, light brown-gray, VOLCANIC TUFF, reddish oxidation staining. t-5 S-1 4 6 S-6.2 45 --------------------------------- Oark brown-Qray VOLCANICLASTIC SANDSTONE, slightly weathered, some red oxidation. ~ 10 ROO = 0.22% (very poor)) t-~-11. ROD = 20% (very poor) t-15 -S-15. --------------------------------Blue-gray inlerbedded andesitic BRECCIA and TUFF, some red-black oxidation stainln~ on fracture surfaces. r-$-16. ROD = 50% (fair . ROD = 56% (fair). ---------------------------------t-20 Brown-gray VOLCANICLASTIC SANDSTONE. t-S-21. t-25 ROD = 40% (poor). • --26. Blue-gray, interbedded andesitlc BRECCIN and TUFF. ROD = 80% (good). ~ 30 1-S-30 Bottom of exploration boring at 30 feet gt-35 ,: ::' I l z ~ 0. ~ ~ ;ii Sampler Type (ST): N [D 2" OD Split Spoon Sampler (SPT) 0 No Recovery M-Moisture Logged by: ~ 8 a: [D 3" OD Split Spoon Sampler (D & M) I] Ring Sample 'SJ_ Water Level () Approved by: a !!l c., f7I .... ........ ... ..... -·-"' W:itPr I~, ~t time of dritlina {ATOl .!l ~ {!! ~ " 5 0 50 90 90 10 to 10 10 MT Associated Earth Sciences: Inc. Exnloration Loo ~ ~ Im [!I ~ Project Number I Exploration Number Sheet KE03329A EB-14 1 of 1 F:roJect Name !::irJZ!lll!,lggg El!lffi!lOli!Ql Ground Surface Elevation (fi) Location t,!!lWQslfille, W 8 Datum NIC. Drlller/Equlpment E!Qct!li. l !::lSE8 aod Qlamgod Bit Bgi.k (.;Qtft Date Start/Finish Blll03,BlZl2003 Hammer Welghl/Orop j!!Qlt l 3Q" Hole Diameter (in) I : g ,g al i :l1 B ~ lo Blows/Foot ,5 ~[ ~"§ ....... I Q. s E ~ 15 " T "' <!) (I) S:E fJ -Cl (I) 8 ;;:: OJ ' DESCRIPTION 10 20 30 40 ' vashon Lodgement Till I Damp, yellow-brown, SIL TY SANO (ML), few rounded gravel. ' ' I " 5 i S-1 15 >-oamp to moist. brown-gray to gray, SIL TYSANO (ML) wfth rounded gravel.· 32 49 i I ---------------------------------.:. 10 47 I 8·2 Moist. gray, GRAVELLY SAND (SW), trace silt. ~n· t-15 5.3 41 32 ! /5 .~ 1-20 5.4 it1- I I r-----------~-------------------- I , .... 25 S-5 Moist, blue-gray, SILTY SAND (SM), rounded gravel. 33 ~-I ' It-30 S-6 it\, I ' I ' ~I-35 S-7 ~· t:' :1 Bottom of exploration boring al 35 8 feet ! 2 i~ ,I Sampler Type (ST): OJ 2" OD Split Spoon Sampler (SPT) 0 No Recovery M ~ Moisture Logged by: I~ OJ 3" OD Split Spoon Sampler (D & M) IJ Ring Sample ~ Water Level () Approved by: " ca:, . . f7I ...... _, ..... .,. .... _ r---1-~ Water Level at time of drilling (ATD} ·- J!l ~ ~ " ,5 0 ·11-51 •P.50/ " ''1"'50/" •jl,50/1" •50! " 'l"-50/" 50/ • I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Associated Earth Sciences, Inc. Exploration Log miitml,i~ Project Number I Exploration Number Sheet KE03329A EB-15 1 of 1 Project Name !::1az1;1!w2gd Elern1;1nl!l[ll Ground Surface Elevation (ft) Location ~g~r;a:,!lg, W 8 Datum Ill/A Driller/Equipment !;lgrte!. I !::!SEA ,md QiamQnd Bit B2s;~ Q2re Date Start/Finish 811/03 811/03 Hammer Weight/Drop 1 !!Qttl ;JQ" Hole Diameter (In) g "' .Yo =I 11D 0) ,:; ,, !l u! Blows/Foot 5 0. ~[ Q. s E ~g-ii;~ Q) T .. (!) (I) ~ a; 0 "' 8 DESCRIPTION 10 20 30 40 Fill Loose to medium dense, damp to moist, SILTY SAND (SM}, oxidation, mottling. ~ 5 t-10 Tukwtta Formation Dense, mois~ yellow-brown, VOLCANIC TUFF with gravel, weathered. t-15 ,._ Brown-gray, VOLCANicLASTIC SANDSTONENOLCANIC TUFF, --5.1 23 weathered, fractured. 24 24 ROD= 13% (very poor). ... -20 ,19 . Switched to rock core at 19' 6". ROD = 27% (poor). Gray, VOLCANICLASTlC SANDSTONENOLCANIC TUFF, weathered, gouge zone at bottom of sample, yellow clayey silt In fractures. ,-25 -·26.7p ROD = 0% (very poor). ,-30 >-p-30. Bottom of exploralion boring at 30.5 feel s~ 35 Q N ~ • ~ E ! 0 z ~ "' "' :ii Sampler Type (ST): N rn 2" OD Split Spoon Sampler (SPT) 0 No Recovery M • Moisture Logged by: M 8 a: [I] 3" OD Split Spoon Sampler (D & M) I] Ring Sample ';j. Water Level O Approved by: 0 ~ i,iJ -. --... ·-f7l c-h .. 11-. .. T, ...... c-........... 1 ... Y Water Level at time of drilling {ATO) .!!l "' ~ ii; 5 0 "'a 90 95 95 MT ' 'Associated Earth Sciences, Inc. Exoloration Lon m ~ ~ ~ ~ Project Number I Exploration Number Sheet KE03329A EB-16 1 of 1 Project Name !:laz121wQQi;! El!'lmaat,101 Ground Surface Elevation (ft) Location N!!W!.!l§!l!l, WA Datum Ill/A Driller/Equipment !'l!lc!!lQ l !:lSEA aml Qiarnood Ell! B!lck ~Qr12 Date Start/Finish 818/03,818/2003 ~ammer WeighUDrop HQtt l JQ" Hole Diameter (In) I ~ §re g i .20 Blows/Foot .C..a ~~ s ~[ ~ ; Q. s ~ ~E fJ .9 I Q) T (!)(I) 0 en 8 ~cc i DESCRIPTION 10 20 30 40 I Forest Ouffffopsoil · • hDlil11P~fililb~w..sll.D'~Ai'JD~m~~-------------~ I ashon Lodgement Till Damp, yellow-brown, SIL TY SAND (SM),contalns rounded gravel. I J 5 S-1 20 ' 40 I 48 I I I J 10 I 43 I S-2 sbis. • Moist, gray, SIL TY SANO (SM) with rounded gravel. I I I ~ 15 I Color change to blue-gray below 15'. 5 j;,. ' S-3 I I I T 20 ] S-4 &~' : I I I I I Bottom ot exploraUcn boring at 23 reet ~ 25 '-30 r-35 :: I ~ i Sampler Type (ST): [D 2" OD Split Spoon Sampler (SPT) 0 No Recovery M · Moisture Logged by: 0 ~ [I) 3" 00 Split Spoon Sampler (D & M) I] Ring Sample :ii. Water Level () Approved by: 0 ~ Iii! -' -171 ir-1.-•'-·. T,,"--c.----•-Y Water Level at time of drillina (ATD) J!l ~ ~ Q) s 0 88 ' 50/ 5" ·~50/ 5" '50/!. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Associated Earth Sciences, Inc. Exoloration Loa ~~~!!j~ Project Number I Exploration Number Sheet KE03329A EB-17 1 of 1 Project Name l:le.::ell/iood Element.in( Ground Surface Elevation (ft) Location t:l!lll1Cii'itl!!, WA Datum bl/A Driller/Equipment BQ[!ec 11:lSFA !lnd DiarnQllQ Bil BQ!.~ QQt!! Date Start/Flnish 818103 81.812003 Hammer WeighUDrop HO#£JQ" Hole Diameter (in) g "' u- =~ ]. l!l "' " :E .8 .5 ~ Blows/Foot ~ 5 0. c. E ,,_ ~! 0. s E I! >, ~~ ~ " T .. <.? (I) I iii " 0 (I) 8 5 DESCRIPTION 10 20 30 40 0 Forest Duff 1 ri"'m"' dar" t-.r-··-SII_TY "'.i. ... 1n ,C'.' .. , _____ .. . Vashon LodgementTIII Damp, yellow-brown, SIL TY SAND (SM), few rounded gravel and cobble. ,.. 5 S-1 43 . 01,e •so, ~ 1-10 ;:,: S-2 Damp. gray SILTY SAND (SM) with gravel. 0/:i" •so, . ,-15 -20 F S-3 No s~mple recovery. OJ, ••50J,"9 1-25 p: S-4 iOJ, ' Bottom of exploralion boring at 25 feet '-50/" r 30 gr 35 ~ ':: I 0 z o! q i Sampler Type (ST): [D 2" OD Split Spoon Sampler (SPT) 0 No Recovery M. Moisture Logged by: ~ 0 [D I) Ring Sample Approved by: a: 3" OD Split Spoon Sampler (D & M) ~ Water Level() ~ liiil -' -' f7l c-1,. ... ,1-. .. -r .. i-. ... ~ ........... 1 ... ~ Water Level at Ume of drillino {ATD) Associated Earth Sciences, Inc. ~~!!'I~~ Project Number KE03329A Project Name Hazelwood Elementary I Exploration Loa Explorallon Number EB-18 Sheet 1 of 1 Ground Surface Elevalion {ft) Location Newcastle, WA Driller/Equipment Bartee I HSFA and Diamond Bit Rock Core Datum _N....,IA,.__ _____ _ Date StarVFlnlsh 8/8/Q3 8f8/?QQ3 H~mmerWelghVDrop ~14~P~#~[~3~0'--"------------------ ,-!E '5 Ii ,o I I I I ' ' -5 ' I ~ 110 I I J15 I I I ,_ 120 I I ~ 30 I Pl~ 35 ~I ii zl ii'. "! I .20 I s ae E I!!>, T .. (!) "' "' DESCRIPTION Vashon Lodgement Till Damp, yellow-brown, SILTY SAND {SM) wllh rounded gravel and cobble. S-1 Damp to moist, gray, SIL TY SAND (SM), with rounded gravel and cobble. Gravel content increases with depth. o,, S-2 Bottom of exptoralion boring al 15 feet Sampler Type (ST): [D 2" OD Split Spoon Sampler {SPT) OJ 3" OD Spilt Spoon Sampler {D & M) 0 No Recovery I] Ring Sample M • Moisture '¥. Water Level () Hole Diameter {In) ___ • ______ 1 23 36 Joi, • Of Blows/Foot 10 20 30 40 50/ " sot" Logged by: Approved by: r;;;J -• -r7I ,.. .. _, .... -r .. a._ ,.. ___ , __ -y Water Level attlme ofdrilllna (ATD) I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Associated Earth Sciences, Inc. Exploration Loa ~~~l!i~ Project Number I Exploration Number Sheet KE03329A EB-19 1 of 1 Project Name l:!a~IWQQg Elem!i!!lla~ Ground Surface Elevation (ft) Location ~!i!W!.§~lli:l, WA Datum WA Driller/Equipment 601:lil!, / !:JSEA ;,m! Qiamoog Bil BQQk CQ[fl Date Start/Finish 818103,81812003 Hammer Weight/Drop 140# I 30" Hole Diameter On) g "' o-~ J. ·-0 j~ ;; t ,,: ,, ="' Blows/Foot 0. s E @'~ ~'g ~~ "' .. Cl(/) 0 T (/) 8 ~ iii DESCRIPTION 10 20 30 40 Vashon Lodgement Till Damr,, yellow-brown, SIL TY SAND (SM) with rounded gravel, scattered cobbe. -5 ~ S-1 -Damp, brown-gray, SIL TY SAND (SM) with rounded gravel and cobble. · -48 io,• -10 /:I 5-2 f(ll:• Increase In gravel content with depth. -15 ,-. Moist, blue-gray, SIL TY SAND (SM) with rounded graveland cobble. - "' 20 :c S-3 5 /2 ,· i-25 ' ' -30 IJ: S-4 1or. , Bottom of exploration boring at 30 feet ~r-35 0 N :: • l z ~ ~ <.'! ' i Sampler Type (ST): :;j [D 2" OD Split Spoon Sampler (SPT) 0 No Recovery M-Molsture Logged by: 8 0: rn 3" OD Split Spoon Sampler (D & M) I] Ring Sample "]. Waler Level () Approved by; 0 !!! '"' f7l ... L -IL,' "t",,L-,.. ___ ,_" Waler Level at time of drillina IATD) .!!I "' ~ ~ " ;; 0 50/ In ' 501 " 50t. .s· '50! • Associated Earth Sciences, Inc. mi!~[!jfa Project Number KE03329A Project Name · Hazelwood Elementary I Exnloratlon Loa Exploration Number EB-20 Sheet 1 of 1 Ground Surface Elevation (ft) Location Newcastle, WA Driller/Equipment Bartee/ HSFA and Diamond Bit Rock Core Datum _N...,,/A,,_ ______ _ Date Start/Finish R/11 /Q3 R/11 [03 j Hammer Weight/Drop __.14:,;0#=.,_/_,.3"'0'-"------------------Hole Diameter (in) ' I lg "' II '5 s ~ . C. E " T .. (.!)"' ,o "' I ' I ,-. 5-1.4 I I -. 5 ~ 5-4.6 ~ 10 I I I .! 15 I t 20 I ' ' -25 ,-. 30 --11.7p -~16. -~-21. -5-27 DESCRIPTION Tukwila Fonnatlon Blue.gray, lnterbedded andesltlc BRECCIA and TUFF, red oxidation, fracture surtaces. RQD = 0% (very poor). Yellow and gray day In fracture al 6'. Weathered lo red-brown sand at bottom. RQD = 0% (very poor). RQD = 0% (very poor). ~ Blue,gray, lnterbedded andesiUc BRECCIA and TUFF. · - RQD = 95% (excellent). RQD = 90% (excellent). RQD = 95% (excellent). Bottom of exploration boring at 27 feet Blows/Foot 10 20 30 40 .fl ~ ~ " '5 0 10 90 95 10 10 10 ~ ~ 0 ~il--S-a..Lm-p'-le-r"'T.1yp_e_(~S°'T)-,------------------------'-..L...L-J.....-'--'--'--'---'--'- M OJ 2" OD Split Spoon Sampler (SPT) 0 No Recovery M • Moisture Logged by: MT "' OJ 3" OD Split Spoon Sampler (D & M) I] Ring Sample 4?-Waler Level () Approved by: lil '-' 171 ~ ....... ~ .... ~---•-'I' Water Level al time of drillina (ATDl I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Associated Earth Sciences, Inc. Exoloration Loa ~ ~ rm ~ ~ Project Number I Exploration Number Sheet KE03329A EB-21 1 of 1 Project Name l::la~elwoQd Elemeo!a~ Ground Surface Elevation (ft) Location N!'1'll~estle, WI=, ·oatum NIA Driller/Equipment BocteQ l l::ISFA !ltl!:l Dj 2mQ[lg Bit Roc!s CQ[f! Date Start/Finish Bil l /03 Bill /03 Hammer WelghUDrop 1~Qtt I ;3Q" Hole Diameter (in) ' g .,_ =I lte ! -o Blows/Foot ,5 .g_.c ~~ s !! lt ~f 0. s .2 " T "' (.') Cl) Cl <Jl 8 ~"' DESCRIPTION 10 20 30 40 Tukwila Formation Loose to medium dense, damp, yellow-brown, SIL TY fine to medium ,-!3·1.7 ,_SAND (§M}.____ ___ _ _ __ __ _ _ _ ___ _ _ _ _ _ _ _ Blue-gray, lnterbedded andesltlc BRECCIA and TUFF. ,-S-3.4 ROD = 0% (very poor). -5 ROD= 78% (good). .... S-8.5 r 10 e-·10. ROD = 70% (fair). ROD = 73% (fair). ,_ p-13. j r 15 RQD = 95% (excellent). -5-18.1 r 20 ROD= 8% (good). c-S-23. . r 25 ROD = 95% (excellent). -S-29 r 30 Bottom of exp!oralion boring at 29 feet ir 35 ';i t D ~ Q z ~ I I "! i Sampler Type (ST): [O 2" OD Split Spoon Sampler (SPT) 0 No Recovery M -Moisture Logged by: MT 0 0: [O 3" OD Split Spoon Sampler (D & M) I] Ring Sample ~ Water Level() Approved by: 0 ffl I,;;} ..... _ ....... ___ ,_ r7l Chnlhu T .. h .. c ...... "10 ~ Water Level at time of drilling {ATO} £l ~ " ,- ~ " ,5 0 95 10 10 10 ,0, \0 10! Associated Earth Sciences, Inc. ~~~[!j~ Project Number KE03329A Project Name Hazelwood E!ementar:y I Exoloration Lon Exploration Number EB-22 Sheet 1 of 1 Ground Surface Elevation (ft) Ldcatton Newcastle, WA Driller/Equipment Bartee / HSFA and Diamond Rjt Rock Core Datum ..,N,.,.,,/A"-------- H~mmer WelghUDrop _1"4"'0.,#:c..L.!..,3,,0_" _________________ _ Date Start/Finish R/12/03 R/1 ?/03 Hole Diameter (in) ----·----- I g ,5 'Q. ' " 10 ' ' ! I ~15 : I ~ 110 I I I -'.15 I I c.' 25 I I I I J 30 i, ., o- -! :c,8 s !! E T .. "' I-5-0.4 I--4.7 I--10.25 '-S-14. '"--19. -6-24., 1-S-29. DESCRIPTION Tukwila Formation 'lllue-~ray,lnterbedded andesltic BRECCIA and TUFFACEOUS SANDSTONE, fractured (1" to 3" fragments) dark red to blar.k oxidation staining on fracture surfaces. ROD = 10% (very poor). Yellowish sand filled fractures. black and orange oxidation staining on fracture surfaces. ROD = 54% (fair). Some black oxidation staining on fracture surface. ROD = 90% (excellent). 1 112·· of fractured ANDESITE In middle of sample. ROD = 83% (good). ROD= 90% (excellent). ~Blue-grayandesitlc BRECCIA. -----------------.- ROD = 86% (good). Bottom of exploration bonng at 29 5 feet Blows/Foot 10 20 30 40 90 10 10, 101 10 10 ~ I zl §;f---L'-'--=~..,,,,,,,...------------------------'-~.._,_-''--'--L--'---'--''-1 < , Sampler Type (ST): ~I B I [[) 2" OD Split Spoon Sampler (SPT) ; ' ~ ~· OD.Split Spoon Sampler (D & M) 0 No Recovery I] Ring Sample M ~ Moisture 'SI. Water Level () f7l ,....__, ............. _ "'---t-Y Water Level at time of drillino (ATDl Logged by: MT Approved by: I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Associated Earth Sciences, Inc. Exploration Loa ~ ~ ~ ~ ~f----~P::-K~f-o7;~~-~m~ 9 ~~e-r---.,-=c~Ex~p~lo~ra~d~~~;~~~um~be~r-"---~--.----;s~;-~~ft~ 1 -------1 Project Name Location Driller/Equipment Hammer WelghUDrop Hazelwood Elementary Newcas!le, WA Bortec I HSFA and Diamond Bl! Rock Core 140# I 30" DESCRIPTION Vashon Lodgement Till Damp, yellow-brown, SIL TY SAND (SM) with rounded gravel and cobble. ,-5 p S-1 Color change at 6.5' lo gray. ,-10 h µ S-2 ~ 15 -20 ~ S-3 ~ 25 Color change lo blue-gray at 26'. Bottom of exptoration boring al 30 5 feet I Ground Sulface Elevation (ft) Datum NIA Dale Start/Finish ~8:'cl~1'.::?-:-:/Q:-:3:-8-:-/cc1:-:?c--:/?::-Q::-Q::-3:-- Hole Diameter (in) ' 30 01.• 21 ;o,, .. 0/. Blows/Foot 10 20 30 40 ·"'50/ ~ '"50/ " ·•sor. • 50/ • ~ i'l---::S-amJ....J,pl-er""T::-y1:-pe--,::(S:::T-.-):----------------------...J...-'-'--'-...J...-...1...._,..._--'-....L-...J....-'--j ~ m 2" OD Split Spoon Sampler (SPT) [D 3" OD Splil Spoon Sampler (D & M) ~ ,-.._ .. ,:,, ___ ,_ D No Recovery I) Ring Sample M -Moisture '¥-Water Level () f7l Chnlh" T, ,1-,.,.. C::.-.m ... , .. .Y Water Level at time of drilllng (ATO) Logged by: Approved by: Associated Earth Sciences, Inc. Exploration Loa ~ fij ~ ~ ~ 1---,,.PK-i'""~...,c1..,.~-~m- 9 -~-r---,-1~-ExC-'p.,.clo~1"'7t~c.c~.c, 2 ~""u~m,.cbe"'r~~-.------=~,-h~-f,...\-----; I Project Name Haze!wood Elementary Ground Surface Elevation (fl) Location Newcastle. WA Dalum ~N"'/A..__ ______ _ I rinller/Equlpment Bortec I HSFA and Diamond Bit Rock Core Date StarVFJnlsh 8/12tQ3 8/12'2003 ~H~a:::m:_:m:_:e~r~W~el:'.'.gh~t/:.:0::r:op:r=:1'.:'.4:'.:0:'.'.#:'./::'.3~0'.:"===================---~Ho:::l.::.e~D_::ia;m.::e;te::r_:{i:_:n'.._) _-:-:-:-:-:-:-:'-:-:-:-:-:-:-:-:-:-;:-:.J I '2 i :fg 1- 5 5 o.E Q. I!!>, " T ~ <.:>rn i 0 ' ' I I ' J 5 ' I ,!. 10 S-1 I I -15 ,_ 20 IJ S-2 ~ 25 i ' I I it-30 el 5-3 I I I tr 35 :c' I Blows/Foot DESCRIPTION 10 20 30 40 Vashon Lodgement TIU Damp. yellow-brown, SIL TY SANO (SM) with rounded gravel and cobble. Color change to gray at 10'. s ,a~· Boulder at 17' -moved 5' east. I 5j}ls.o• Color change to blue-gray at 22'. jOI Bottom of exploration boring at 30 25 feet I ~ I 0 •r50/I .5" ·'l"'SO/ !1' 50/ • I I I I I I I I I I I I I ~'1---'--'---'--,..1-------------------------~-'-_.___.___.,__'--~-'--'-.,__ ~ Sampler Type (ST): I ~ [) 2" OD Split Spoon Sampler {SPT) II) 3" OD Split Spoon Sampler {D & M) liviJ ,..._\., c----1- 0 No Recovery M • Moisture I] Ring Sample 'fl_ Water Level {) f7l ~h .... lhv T11hp R::imnlP. !. Water Level at time of drilling (ATO) Logged by: Approved by: I I I I I I I I I I I I I I I I I I I Project Name Hazelwood Elementary Location Newcastle. WA Driller/Equipment Bortec HammerWelghUOrop _1~4~0=#~{~ 30-"----------------- r 5 -10 DESCRIPTION Topsoil . l ...... ..... ... : ... , rr .. ,v "'-wn, SIL TY,;,.._.. fn ...., .. .,ium C:-Ah.!n Advance Outwash Loose to medium dense, light brown to brown-gray, SIL TY fine to coarse SAND with fine to coarse rounded gravel. Ground Surface Elevation (ft) ~3~6~0~-- Datum ~N-:"/":A':""7'.:::---:-.,.,-,.,.,-=- Date Start/Finish 11 /14/Q3 11 /14i2DD3 Hole Diameter On) --------- Blows/Foot 10 20 30 40 - ~ -----------Tukwila Formation ----------- Dense, moist, gray SANDSTONE. r 15 -20 ' r 25 ~ 30 ii-35 ~ i Bottom of exploration boring at 14 reel ~ 11--:::S-am'---':pl:-e"°'r r=-y-'cp-e""'(S"'T"')-: ------------------------~-~~-~-~-~-~-~~-; ~ [lJ 2" OD Split Spoon Sampler (SPT) g ill 3" OD Sprit Spoon Sampler (D & M) 0 No Recovery I] Ring Sample M-Moisture ~ Water Level () Logged by: MT Approved by: Associated Earth Sciences, Inc. m~~~~ Project Number KE03329A I Exoloration Loa Exploration Number EB-26 Sheet 1 of 1 Project Name Locetlon Driller/Equipment Hammer WelghVDrop Hazelwood Elementary Newcastle WA Bartee Ground Surface Elevation (ft) -'4"0'-1c.... __ Datum ~N=tA~..,...------ Date Start/Finish 11 /14/Q3 11 /14f2QD3 ' g .. ·,s ~ s I ! E T ., "' i I I ~· 5 ' • I I I i.! 10 I I ~ 15 I I I ' i '-20 I ,-25 -30 .S:? 'i5 .c .0 "'E 0g; 140#/30" Hole Diameter On) ----·----- DESCRIPTION Topsoil I ----· --i-._ ,l.,.rl, .. m,., .. ~11._TV linft ""A., ... Advance Outwash Medium dense. moist to wet, yellow;;iray-brown, fine to medium SAND, few rounded gravel. r ------------TukwiiaFonnaUon----------- Medium dense, moist to wet, yellow-gray-brown, SIL TY fine to coarse SAND. -Medium dense, saturated, blue-gray, SIL TY fine to coars~ SANCi'. ---- ,-Dense 15.S'to 17'. ----------------------· ,_Medium dense 17' to20'. ------------------ -very dense at 20'. -- Bottom of explorallon boring et 21 feet Blows/Foot 10 20 30 40 I I I I I I I I I I I I I I I r· 35 I g i ~~~~a--~~~.~~~~~~,_,_L-.l.-~-J...-l-..l_L.-fl ~ Sampler Type (ST): a [I) 2" OD Split Spoon Sampler (SPT) D No R~covery M • Moisture Logged by: MT I ;,· ~ ~-OD.Split Spoon Sampler (D & M) I] Ring Sample 'fJ. Water Level () Approved by: r?l ..... _ ..... ,. ..... _ ""---•-'f' Water Level at time of drillino !ATO) I I I I I I I I I I I I I I I I I I I Associated Earth Sciences, Inc. Exoloration Loa m ~ rm l!i lfJ Project Number I ExploraUon Number Sheet KE03329A EB-27 1 of 1 Project Name !:!a;:el~QQQ E!!<!m!llC!l§I:¥ Ground Surface Elevation (ft) J9Q Location l':!!ewcas!l!ll, w~ Datum MIA Driller/Equipment f!Q[:!§C Date Start/Finish l l /j 4103 l l ll 412003 Hammer WelghVDrop 11Qtt l 3Q" Hole Diameter (In) g ' 6 J (0 .l!l "' o- "' ·! -o =~ ~ 1il Blows/Foot /!!. = .c .0 o.E r~ :;; ~ 0. s E e ,., ~ " " T t!)j (!) (I) ~i:ii = 0 8 DESCRIPTION 10 20 30 40 0 Topsoil . Loose, moist, dark brown,. SIL TY fine lo medium SAND, organic. ,.. _ -------------Till -------------- Medium dense, moist, yellow-brown to gray, SIL TY fine to coarse SAND. rounded gravel (weathered). t--5 ' --------------------------------- -10 Dense, moist, brown-gray to gray, SIL TY fine to coarse SAND. rounded gravel (unweathered). ~ 15 Moisture content increase. ------------Tukwila Formation ----------- Moist, blue-gray BEDROCK. ,,.,, ... , ..a~ n'-""' ... , 'It'!• t--20 Bottom of exploration boring at 19 feet ' t--25 -30 ' a-35 0 N 0 N • n E ! z ~ .. "' l Sampler Type (ST): N rn 2" OD Split Spoon Sampler (SPT) 0 No Recovery M -Moisture Logged by: MT M M 0 rn I] Ring Sample Approved by: n: 3" OD Spnt Spoon sampler (D & M) 'i? Water Level () 0 m IA) f7I <:"1-.-11,,,, T, ,h-c---... 1,., y Water Level at Ume of drillinq (ATD) ~ -. -'· Associated Earth Sciences, Inc. Exploration Log ~!ii rm ~~ Project Number I Exploration Number Sheet KE03329A EB-28 1 of 1 I Project Name l:!!l.,;elWQQd Eletn!ll!ll!!n! Ground Surface Elevation (ft) 4QJ Location ~!:lW!.!lS!l!l, W 8 Datum 111111 Driller/Equipment i;lQl:l!U, Date Start/Finish j j lM/03, n IJ412003 H,ammer WelghUDrop ji!O# l JQ" Hole Diameter (in) I I .g ~'l'i =! I&, l(l .. ~ " Blows/Foot I 15 'l'i. It ;: 1 s j "!e ~ ' Q. s:8 J!l 0 " I~ T C)"' ~a; 5 DESCRIPTION 10 20 30 40 0 Fill I I 4" to 8" quarry spalls. ' ' Vashon Lodgement Till I Medium dense to dense with depth, brown lo gray, SIL TY ftne to coarse -1 5 SAND, rounded gravel. I ' I I ) 10 I I I Wet at 13'. I I ,J 15 I ' ' I I I'\ Very dense. Tuln.ull" -f I ' Bottom of exploration boring at 18 feet 1-20 I I I ' ' I I "-25 I I i I L 30 I I I .s~ as I :a: It t I I ii'. "' 1 Sampler Type (ST): m i:l DJ 2" OD Split Spoon Sampler (SPT) 0 No Recovery M-Moisture Logged by: MT I 0 0: DJ 3" OD Splil Spoon Sampler (D & M) I] Ring Sample 'fJ. Water Level () Approved by: ~ "' r7l -· .. -. -Y \flfi:1fol' I 01101 :::,,f timo nf rlrillinn !ATn\ I I I I I I I I I I I I I I I I I I I Associated Earth Sciences, Inc. ~ fil Im lJj rj Project Number KE03329A I Exoloration Loa Exploration Number EB-29 Sheet 1 of 1 Project Name Hazelwood Elementary Location Newcastle WA Ground Surface Elevation (ft) ~4~P4~-- Datum _N~/A:':--:-:::-:-c-:-:-:-:-:==-Driller/Equipment Bortec HammerWelghUDrop --"14,,Q~#L..L./ 3,.0,,_'_' ----------------- g ,5 al" CJ -5 DESCRIPTION Topsoil Loose, wet, dark brown, SIL TY Hne SAND, organic. Vashon Lodgement Till Medium dense, wet, light brown, SIL TY SAND, rounded gravel. Medium dense, moist, light brown to brown, SILTY SAND with gravel. Date StarVFlnlsh 11 /14[03 11 /14[2QQ3 Hole Diameter (In) ----·----- Blows/Foot 10 20 30 40 · ~'------·---~Tulru..w!!;ll•U:IWIJ;il!Q!J_ ______ ~J Bottom of exp1orallon boring at 7 feet 10 t ~ 15 ,-20 ~ 25 ~ 30 8-35 N g I i ;i:1--,Sc-a-'-m~pc.le-r=Tc'yp-e-·(c:S:!:T,-):------------------------'-.,_'-~-'~-'-~-~-~_,_~ mop, [D .. 2" OD Split Spoon Sampler (SPT) ~ ~ 3" OD Split Spoon sampler (D & M) 0 No Recovery I] Ring Sample M ~ Moisture '¥-. Water Level () 171 ...... _, ..... -r .. i.._ ~---•-Y Water Level at time of drilling {ATO) Logged by: MT Approved by: 'Associated Earth Sciences, Inc. Exoloration Lon ~ ~ [ffl ~o Project Number I Exploration Number Sheet KE03329A EB-30 1 of 1 I Project Name Hai!llil!QOg El!lmen!aQl Ground Surface Elevauon (ft) ~QB Location !:!!12waa!111. w 8 Datum ~Iii Driller/Equipment 6Qr.l!l!. Date Start/Finish n IM/03 j j IM/2003 I ~ammer WelghUOrop HQtl l JQ" Hole ~lameter (in) ' ' I g .~o =I l fo $ i I "' I! " -Blows/Foot I!! I ' 5 ~t -: ; : 0. s !'! 0 ~ " Q) T ~ cii 5 0 8 I DESCRIPTION 10 20 30 40 0 Topsoil I Loose, mois~ dark brown, SILTY fine to medium SANO, organic. I Vashon Lodgement TIii Medium dense, moist, light brown to gray-brown, SIL TY fine to medium· I ' SANO with fine to medium rounded gravel. : 1 5 Dense below 6'. I I ' Wet at 9'. I >" 10 . I ' I I -15 I I I ~ T,., •. a,. , ' Bottom of exploration boring at 17 feel I I , 1-20 I I I-25 I I 1-30 I I s1-35 I !'l iii I I I ~ i Sampler Type (ST): N [D 2" OD Split Spoon Sampler (SPT) 0 No Recovery Logged by: I ::l M • Moisture MT 0 0: (0 3" OD Spnt Spoon Sampler (0 & M) I] Ring Sample :'ii'. Water Level () Approved by: 0 m. i;;;J -., ...... ---·-f7I c:-.. -n ... ,,., ... _ c:----·-_y_ Water Level at lime of drlllina fATD) I I I I I. I I I I I I I I I I I I I I Associated Earth Sciences, Inc. EYnloration Loa m~rml!j~ Project Number I ExploraUon Number Sheet KE03329A EB-31 1 of 1 Project Name l:!ll~!woog !;lemimtsi~ !1Hi .. _ Ground Surface Elevation {ft) Location Ne!!i!;sifill!:!, W 8 Datum tilll! Driller/Equipment Bgr:!~i; Date Start/Finish 11114/03,11114/2003 Hammer WelghVDrop 1!1Qli! / 30" Hole Diameter (in) g "' o-g J fo J!l -o ~ % ~ .c:,, ,.,. 0) ~ .i Blows/Foot "E '!g ~ ~ s E !!;,. :!i:e ! " T " ~"' ~ iii 0 Cl) 8 DESCRIPTION 10 20 30 40 0 Topsoil · Loose, moist to wet, dark brown, SIL TY fine SAND. ,-----------Vashon LodgementTilr---------- Wet to moist (below 3'), light brown to gray-brown, fine to medium SAND, rounded gravel. r--5 t--10 ~ 15 T11llu.rjl..,. Cn..,...atln" , Bottom of exploration boring at 16 reel r 20 r 25 r 30 i-35 0 N • il I ~ ~ ~ Sampler Type (ST): :;i m 2" OD Split Spoon Sampler (SPT) 0 No Recovery M -Moisture Logged by: MT ~ 0 m I) Ring Sample Approved by: "' 3" OD Split Spoon Sampler (D & M) "(/. Water Level () 0 " = r,, .. ... 11'1 .. •"~ I ......... 1 .. + +;....,., nf rfra!inn f J3. Tn\ r+IA-ss_o_c·-,at_e_d_E-art_h_S_c_le_n_ce_s_, ,-n-c.-r------------=E=-x-,n~110-r-a'"'t"'io_n_L=--o-,a------------, I ~ ~ Im [!I ~ PKio~~~e~r I ExploEUB~:;mber ~h~ft1 ~-----,-1-------'-------'--~----II ro,ocaje'~otnName Haze\wood Elementary Ground Surface Elevation (ft) .....=4w1..,,5,_ __ " " Newcastle, WA Datum ..1N"''"'A'------- Driller/Equipment ><n"eC Date Start/Finish 11 f14/Q3 11 /14/2QD3 ~H~1 •::m~m:e~r~W:e:ig:h:U~D:ro:p;_::14:0~#~/~3:0:"==================:_~H~o:'.le:_:;D:la~m~e~te::r~O~n)'....:-:-:-:-:-:-:-:-:'-:-:-:-:-:-:-:-::;-:-~ I I §: ' 5 ' iil' I 0 I i J 5 I I ' .:. 10 ! I J I -15 ' '-20 L -25 L 30 DESCRIPTION Topsoil Loose, mols~ dark brown, SIL TY SANO, organic, ~-------------------------------Vashon Lodgement TIii . Medium dense, damp to moist, yellow-brown to gray, SIL TY SANO with gravel. Dense at 7'. Bottom ol exploration boring at 10 feel . Blows/Foot 10 20 30 40 I I I I I I I I I I I I ~I. 35 ~ I I ~•l---'-'---=-'-~------------'---'-..L-.l...--'---'----'----'----'--'---ll l Sampler Type (ST): § [I] 2;· 00 Sp\11 Spoon Sampler (SPT) 0 No Recovery M · Moisture Logged by: MT I ;, ~ :· ~o~~pli'..S.poon Sampler (0 & M) I] Ring Sample Sl. Water Level() Approved by: r7l c-i..-n .... .,.,.,.,_ c---. .. , .. Y.. Water Level at time of drillina {ATD) I I I I I I I I I I I I I I I I I I I Associated Earth Sciences, Inc. Exploration Loa ~~~~ft) Project Number I Exploration Number Sheet KE03329A EB-33 1 of 1 Project Name !:la;:§lwood El!!!D!i!llliaQ! Ground Surface Elevation (ft) !117 Location ~ewcasU11. WA Datum bl/A Driller/Equipment BQrtei;; Date Start/Finish j j 114/03 j l ll!l/2003 Hammer WeighUDrop 14QI,! / 3Q" Hole Diameter (in) g C J lo J!l "' ~:& g a ~ .,_ Blows/Foot .;; o. E =<1> ~! Q)-0. s E I!!>, ;;! ~ "' T .. (!HI> ~ iii "' 0 (/) 5 DESCRIPTION 10 20 30 40 0 Topsoil Loose, moist, dark brown, SIL TY fine SAND. Vashon Lodgement Till Medium dense, moist, brown to gray, fine to medium SANO, rounded gravel. .. 5 ' ~ Tukwila r Bottom of exploralian boring al 8 feet >-10 t-15 -20 ~ 25 ~ 30 g~ 35 N d N • 1! I z ;: C! i Sampler Type (ST): [D 2" OD Split Spoon Sampler (SPT) 0 No Recovery M · Moisture Logged by: MT "' []] 3" OD Split Spoon Sampler (D & M) I] Ring Sample ~ Water Level () Approved by: 0 "' I":':":'! "' --. V ,,,,.,. ...... 1 ,.,.,.,,1 .... +imo nf rMllinn tATn\ ....:.----.--------,.....--,------.I Associated Earth Sciences, Inc. Exoloration Lon ~ ii ~ l!j ~ PKio;~29~r I ExploE~~31umber ~h~i\ 1-'------'------'-----'-----l I Project Name Hazelwood Elementary Ground Surface Elevation (ft) _,,4.,_13,,_ __ Location Newcastle. WA Datum ..JNow/A..._ _____ _ Driller/Equipment Ro"'~~ Date Start/Finish Q?/?6/Q4 2126/?QQ4 ~H;a~m~m:e:r~W=e=lg~h:t/O::ro~p:_:::14:0~#=/~3~0::"==================:_~H;o:le:.::D~ia~m~e:te:r~(in'.'.'.)'....::=======::;::.j I ! 1g ii I i..l 10 I T 15 L'.... 20 -25 ~ 30 ,__ 35 DESCRIPTION Vashon Lodgement TIii Dense, moist. light yellow-brown, SIL TY SAND with fine to medium gravel. ~-------------------------------- Dense to very dense, moist, light gray, SIL TY SAND with fine to medium gravel. Smooth impenetrable surface encountered at 12.5' interpreted io be Tukwila Formation. Boltom of exploration boring at 12.5 feel No ground waler/seepage. Blows/Foot 10 20 30 40 I I I I I I I I I I I I ~· I "' !,l---'-'---'---'------------'---'--l.......i..---"----1...-l-....L....--l.-L-I ::i: Sampler Type (ST): ;; [[] D 8 2" OD Split Spoon Sampler (SPT) No Recovery M • Moisture Logged by: MT I ~--!]] ~-o_o_Spli·t'S·poon Sampler (D & M) I] Ring Sample YJ_ Water Level() Approved by: l:fllU --!71 ~1-. ... 11-. .. T .. i... ... c-........... 1 .... ~ Water Level at time of drilling (ATD) I I I I I I I I I I I I I I I I I I I i .. I Associated Earth Sciences, Inc. Exoloration Loa ~ iii l'1J f!j ~ f---...,P"'(<,°-cJ"-o.,.;7,~-2~..,~=-e-r---,.l-=-=.e!"x~pl:.ora'-Eu;::B.::~3:,;1~"m:..:,cbe=,="--,,------,s"'t-~-,;i.-1-----J Project Name Hazelwood Elementary Location Newcastle, WA Driller/Equipment Bartee Hammer WelghVDrop _1"'4"'0"'#,_,/._,3,,,0._" ________________ _ Ground Surface Elevation (ft) _c,4c.,.1.,,6 __ _ Datum ~N=/A,,__ ______ _ Date Start/Finish D2[26IQ4 2/?6(2004 Hole Diameter (In) ----·----- Blows/Foot DESCRIPTION 10 20 30 40 Topsoil f...l.=,JTJ9i~,.dq[J\j)(QVl[)._Sl!.1Y Jill!! ~Q..QJ'g;,.Q\c._ --------~ Vashon Lodgement Till ... 5 ,-. 10 -15 -20 ~ 25 ~ 30 ~ 35 Medium dense, wet to saturated, light yellow-brown, SILTY SAND with gravel. Dense, mots~ light yellow-brown, SIL TY SAND with gravel. Becomes light gray at 10'. More motst and coarse at 12'. Wet at 14'. More gravel at 14.5' \c>af11C!i:il •-h-.J·--•-C!l lrfl:lf'O. Sli •h•i,, 1---·•j,.:. .. -• ,......_,._ Bottom or exploration boring at 15 feet No ground water/seepage. r . g;l---=-''-L,-=-'-:-:±------------------'--'-'--'---'---'---'---'--'--...L..-j ;'! Sampler Type {ST): ~ [I) 2" OD Split Spoon Sampler (SPT) a: OJ 3" OD Split Spoon Sampler (D & M) ll 0 No Recovery M • Moisture I] Ring Sample 'SJ. Water Level () r7I "''·-•L ....... L-"'---·-'Y Waterlevelatlimeofdrillino (ATD} Logged by: MT Approved by: Associated Earth Sciences, Inc. ~ ii lffl [!a ~ Exploration Loa Project Number KE03329A I Exploration Number EB-36 Sheet 1 of 1 PioJect Name HazeJwood Elementary Location Newcastle WA o(mer/Equlpment Bortec Hammer WeighUDrop _1,.:4:,,0"'#:c.,_/.,,.3.,0c." _________________ _ Ground Surface Elevation (ft) _,4"'1~5 __ _ Datum _N~IA,,.._.,_....,.._.-...,...,...,.- Date Start/Finish 02l26/Q4 2(26/2004 Hole Diameter (In) ____ ' _____ 1 != "' .2() 1-.!! .C,e ',5 C. !![ I g-s E T "' Cl(/) ,0 (/) Blows/Foot I DESCRIPTION 10 20 30 40 ' h Topsoil • .h2PJll . ..Jll.Oi5J..S,aritll!JlW.JlJJ..D' J!~ .S~.0. • .2rg;,.D]i;._ ________ .J I I . 5 I • ! i-1 10 I I 1-115 i-25 .. I 30 I I ' Vashon Lo~ement TIii Medium dense to dense, wet to moist upper 6" saturated) light yellow-brown, SIL TY SAND with grave • T,,ln, ifa Bottom of exploration boring at 8.5 feet No ground waler/seepage. .-a,,1 .. n11 ........ ,,..-. .. .., . ,_i 35 ~ I ,,; I I I I I I I I I I I I I I I I I I I ~ I I ",·1-,--,' ~-==------------.......__,___,__.......___,_---'--'---'-1 } I Sampler Type (ST): ~ : Q) 2" OD Split Spoon Sampler (SPT) ; : ~ ~-~•D ~~~~.~poon Sampler (D & M) D No Recovery M -Moisture I] Ring Sample '.ii'. Water Level () f7I Sh•thv Tuh• Samele?: Water Level at time of drilling (ATD) Logged by: MT Approved by: I I I I I I I I I I I I I I I I I I I I Associated Earth Sciences, Inc. m~iml!J~ Project Number KE03329A I Exploration Loa Exploration Number EB-37 Sheet 1 of 1 Project Name Hazelwood Elementary Location Newcastle WA Ground Surface Elevation (ft) ~4~1~7 __ _ Datum _N..,,/A:'--:-:-,--:.,-::c-c--Driller/Equipment Bartee Hammer Welgh!/Orop _1i.:4:r.,O#,=.,_/ .,3.,0_" ------------------Date SlarvFlnish Q2'26/Q4 ?1?6/?QQ4 Hole Diameter (in) --------- g -5 -10 ,-15 ' ,-20 r 25 -30 -35 DESCRIPTION Topsoil l...L.@iill..rn..Qi&!,~~ .lP .r.el!:l;lJp.lYJl.. 511.I'Ulnul.Al'JJ;l,Jl.r.gaptc, _ -_ - Vashon Lodgement TIii Medium dense to dense, mois~ light gray-brown, SIL TY SAND, few gravel. ~~\Uillll<i.aL1Jl'~ -----------------------./" Tukwila Formation . Medium dense to dense, saturated, yellow-brown, SIL TY SAND. r Dense, saturated, yellow-brown, SIL TY SAND.-------- Bottom of exploration boring at 19.5 reet Seepage at 17 5 and 19.5' Blows/Foot 10 20 30 40 I ii'. ~f--::--L:'c:::-;--':-c--;;~----------------------'---'--'-'---l.--'--'----'--'-~-j ;Ji Sampler Type (ST): NO!!! [D . . 2• OD Split Spoon Sampler (SPT) ; ~ ~· OD-Split Spoon Sampler (D & M) 0 No Recovery M -Moisture I] Ring Sample Si'. Water Level {) r7l ... L.,L ....... , •. ,., _____ ,_ y W~h:>rlPvP.l~ttimP.ofc1rillina(AT01 Logged by: Approved by: MT Associated Earth Sciences, Inc. ~~~~~ Project Number KE03329A Project Name Location Driller/Equipment Hazelwood Elementary Newcastle, WA I Exnloration Lon Exploration Number EB-38 Sheet 1 of 1 Ground Surface Elevation {ft) ~4wl~4~-- Datum -"N,.,,JA..__ ______ _ Hammer WelghUDrop _1,.,4:,iO,,#t..i1..c3s,,O.,_'_' ----------------- Date Start/Finish D2/26/Q4 2(26/2004 Hole Diameter (In) I I I I_ !5. ill <>- :2 .8 i ,5 ci c.E C. s E I!!>, I " T .. <.!> en 0 en Blows/Foot ! I j I I I I I . I ... 5 ! I ' i ... 10 i ' I I '-15 I I ' I : '-20 '-25 L 30 ll-35 I t I:! l DESCRIPTION ,To• -J.ll.qa..rUP~t...dartuiww.JlJJ..D'jjll§ .M~Q • .2rg;anir;., ________ j · Vashon Lodgement TIii Dense, moist to we~ light brown-gray, SILTY SAND with gravel. More gray at 5'. ---------------------------------Tukwila Formation (weathered) Dense, moist to wet, light yellow-brown to dark blue (ailematlng) SILTY SAND, dark blue 1/4" to 1/2" sandstone fragments. 1/D" • •. t'I' .. ---' ---.. .a1,. _. __ u. Bottom of exploraUon boring at 10 feet Seepage at 7.5'. - Sampler Type (ST): [) 2" OD Split Spoon Sampler (SPT) [I 3" OD Split Spoon Sampler (D & M) 0 No Recovery I] Ring Sample M -Moisture ~ Water Level () 10 20 30 40 0 Logged by: MT Approved by: I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ~ ,,; ~ • " ;: <!! ~ ~ M 8 a: 0 !!! Associated Earth Sciences, Inc. Exoloration Loa ~~~[!j~ Project Number I Exploration Number Sheet KE03329A EB-39 1 of 1 Project Name l:!1!.::!!l~QQd E;lem1am!ary Ground Surface Elevation (ft) ~18 Location t:l~~~!l!l WA Datum t,J.11!. Drtller/Equipment /;lQIIBQ Date Start/Finish 02126/04 212612004 Hammer Weight/Drop HQ/l l 3Q" Hole Diameter (In) ' g " .~o g !~ J!l " ~ ,: .c =" Blows/Foot ~ ,5 Q. ~[ Q. s E ~I .!i~ t " T " (!) "' 0 "' 0 i "' ,5 DESCRIPTION u 10 20 30 40 0 , opsoil _ lJ,g_og.Jll.O~~arl\.Pmw~~IY~~~~R~rg;im~--------~ Vashon Lodgement Till Medium dense to dense, moist, gray to yellow-brown, SIL TY SAND, few gravel. ~---------------------------------5 Very little gravel 5' lo 1 O'. , r 10 Tukwila Formation Dense, moist, brown to blue, SILTY SAND, 114" sandstone fragments weathered. l"'\,.l"'ljU:, ,,,. tn rt..:11 ::it 1'"J p;• ~ hlt1i:a .... N"'"'"' tn 11.d." tn 1/?11 _/' Bottom of exploration boring al 12 5 feet No ground water/seepage. r 15 r 20 r 25 r 30 -35 Sampler Type (ST): rn 2" OD Split Spoon Sampler (SPT) · 0 No Recovery M ~ Moisture Logged by: MT rn 3' OD Split Spoon Sampler (0 & M) I] Ring Sample ~ Water Level () Approved by: c;;, r7l -· .. -. -• W~t,,.r I ,l:0\/PI ~t tim,:a nf rtrlllinn (ATD\ 8 N "' ~ e • " a! <'l l ~ 0: 0 !!! Associated Earth Sciences, Inc. Exoloration Loa ~~~~~ Project Number I Exploration Number Sheet KE03329A EB-40 1 of 1 Project Name l:!lli::!llWQQd El!l!D!lD!llc.! Ground Surface Elevation (ft) !!lZ Location ~filllQial§!l!l 'ii.I!, Datum !:,Ill!,, Driller/Equipment 6QO!lQ Date Start/Finish 0212ZI04 212112004 Hammer WelghVDrop J!!Qifl JQ" Hole Diameter (In) £ i <.>-g J. --o 3~ Blows/Foot 5 "'.0 '=<» s ~[ "'.; ~~ it E ;;: g T .. <!) "' 0 "' ;;:a, DESCRIPTION (.) 10 20 30 40 I I Organic debris on surface. Fill ' I i Loose, moist, variable color, blue, gray, brown, sandstone fragments 2M to 2' boulders. -5 --------------------------------Vashon Lodgement TIii (Weathered) Loose to medium dense. wet, light yellow-brown, SIL TY SAND, with gravel. .... 110 I Bottom or exploration boring at 11 feet OriU rig could not get past 4' In either the original location or the locallon 5' to lhe east I Backhoe amid not excavate through sillstone boulders Moved approxlmtely .20' south and excavated N..S test plt extending into adjac.ent low area I -l1s ' I I - ' ~ ,20 I -125 I I ! 130 > I I ! 35 ' ' I I Sampler Type (ST): OJ 2" OD Split Spoon Sampler (SPT) D No Recovery M • Moisture Logged by: MT OJ 3" OD Split Spoon Sampler (D & M) I] Ring Sample 5;c Water Level () Approved by: "" f7l ,.. .. _, ... -....... _ ~---•-Y. Water Level at time of drillini:i (ATD) J!l ~ iil 5 0 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Associated Earth Sciences, Inc. ~~rm~~ Exoloration LoQ Project Name Location Driller/Equipment Hammer WelghUDrop Project Number I Exploration Number Sheet KE03329A EB-41 1 of 1 -----"-----------'-----:c----:=---1 Ground Sufface Elevation (ft) __,4""08,,_ __ Hazelwood Elementary a u-"' ·-0 -~ .t: .c 5 e~ Q, s E " T .. (!) (I) 0 (I) I-5 1-10 -15 -20 1-25 1-30 -35 I .,; Datum _N=/A"---,,-,--,---- Date Start/Finish Q2/26/Q4 2t2612QQ4 Newcastle, WA Bortec 140# I 30" Hole Diameter (in) ----·----- DESCRIPTION Topsoil f-J.@&11...rnJlis! • ..d'lrk..lm2"tD...Sll.1Y Ji~ SAJiQ. .llfQ;tai<:.. __ -__ -__ ~ Vashon Lodgement Till Dense, moist, light yellow brown, SIL TY SAND, little gravel. More gravel at 6'. Color change lo light brown-gray at 9'. ~-------------------------------TukWtla Formation (weathered) Dense, moist, blue, SANDSTONE, fractured (cuttings= 1/4" to 1/2" sandstone fragments). Alternates between blue to yellow~brown at 1' to 2' Intervals. Wet at 22.5'. t\~l~!~~d,~! 23.5'. Bottom of exploration boring at 24 feet Seepage at 24' r =i ~! 8 ;; . !J §~ "' Blows/Foot ~ ~ 3: ~ !!l 0 " .. -5 s: a, 10 20 30 40 0 I $ lf-----::S:-a.L..m""p:-le""'rT"'y..,_p_e""'(S"T~)-, -----------------------~--'-.L....L.....--'-~--'---'---'---'-t l!!o_ OJ . . 2" OD Split Spoon Sampler (SPT) is [D 3" OD Split Spoon Sampler (D & M) ~ liii1 -. - 0 No Recovery I] Ring Sample M ~ Moisture ,I. Water Level () 171 c-i..-1i.. .. T .. i.. ... c-.......... 1 .... .!'... Water Level at time of drilling (ATD} Logged by: MT Approved by: Associated Earth Sciences, Inc. Exnloration Loa ~ ~ lffl [!I fj Project Number I Exploration Number Sheet KE03329A EB-42 1 of 1 Project Name l:!ai§iltlQQQ !;;l§!D§Olsl[):'. Ground Surface Elevation (ft) 412 Location i:-l!alW!::ia~II§ W 8 Datum tillll Drtller/Equipment eQru1Q Date Start/Finish 02126104 212612004 Hainmer WeighUDrop l4Qtt l 30" Hole Diameter (in) ' I ~ i c.,-_j ~, -o ,S 'at !T Blows/Foot Q. s E Q) T " /;en .!!_ 0 (I) 8 ~ a, ! DESCRIPTION 10 20 30 40 h Topsoil • I J.Q.oD...nJPis.t..D'i!il..l>mw.J!JJ,.IYJIIJ§.S/..NJ:l • .ll~c;. ________ .J Vashon Lodgement II ' Medium dense, wet, light gray-brown, IL TY SAND with gravel. • I ! ... :s ~-------------------------------I Dense, moist, light gray.brown. SIL TY SAND with gravel. i Dense to very dense below 7 .S • -110 Light gray below 9'. I I ! ,-!is Blue.gray at 15': more gravel and coarser sand. ' I Moisture Increase to very moist to wet at 17' to 181• ' ' I 1-i20 I I -T .. "-••'°• • ""-......... ti.. ..i..;111 .......... ...i ........ -I Bottom or exploration boring at 22.5 feet No ground waterfse.epage . ... 1 25 I I ' t I " 30 I I I ,.. 35 ~I "' 11 !t I 2 C! i Sampler Type (ST): [D 2" OD Split Spoon Sampler (SPT) 0 No Recovery M ~ Moisture Logged by: MT 0 a: [D 3' OD Split Spoon Sampler (D & M) I] Ring Sample ,I. Water Level () Approved by: 0 "' = n, -· • '111.:itor I O\/l'll ,::it tim,a nf rtrillinn f ATO\ -. - l!I ., t!! ~ .. = 0 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ,,,. i Associated Earth Sciences, Inc. ~ ii rm l!j fj Project Number KE03329A Project Name Location Driller/Equipment Hammer WeighUDrop Hazelwood Elementazy Newcastle. WA Bartee 140#/ 30" DESCRIPTION I Exoloration Loa Exploration Number EB-43 Sheet 1 of 1 Ground Surface Elevation (It) -"'4'-'1~0 __ _ Datum ~N~/A":-::c=-'7"'.:-:--=--:--- Date StarVFinlsh · Q2(26/Q4 ?l?Rf2QQ4 Hole Diameter (in) ----·----- Blows/Foot 10 20 30 40 Topsoil • 1 ,I..QO§J!.Jllll~tJ!aik_b[Q'/1!1,_S]l..I)' JIIJ§~i,l:,IQ,..Qrll/lnJ<... ________ ..J t r 5 -10 r 15 r-20 r 25 -30 -35 Vashon Lodgement Till Dense, moist, light red-brown, SIL TY SAND with gravel. ,-Dense to very dense, \lght yellow-brown to gray, SIL TY SAND with gravel. · - c-Very dense, moist, blue-gray, SILTY SAND with gravel. --- Bottom of exploration boring at 15.5 feet No ground w-ater/seepage. is il---=s~am'-p",le-r"""T=-'yp':cec-(;;;S:!:-T),,.:--------------------,----~~~~-~-~~-~-~~-; 8 [D 2• OD Split Spoon Sampler (SPT) 0 No Recovery M. Moisture Logged by: MT ;,_ m ~".O_. o_s_p_m_,s_poon Sampler (0 & M) I] Ring Sample ~ Water Level() Approved by: 11"1.1 r~ -,. f7I cr, ... 11..,,, T, ...... ~<>mnlc. .'! Water Level at time of drilling (ATD) Associated Earth Sciences, Inc. ~m~l!i~ Exploration Loa Project Name Location Driller/Equipment Hammer WeighUDrop ,g ,5 I lil lo Project Number KE03329A Hazelwood Elementary Newcastle, WA Bartee 140# / 30" DESCRIPTION I Exploration Number EB-44 Sheet 1 of 1 Ground Surface Elevation (ft) _4u0u6~-- Datum NIA Date Start/Finish ~0~2~/2:-:6:-:/7p"'4""'2'"'{7?-6c:/?:-:Q-:Q-:4:-- Hole Diameter (In) Blows/Foot 10 20 30 40 • h Topsoil • J.,g.o~J>..Jll9~t.Jja.t\l..l>r:gwJ;.IL-D' Jill.I' ,SAf!Q,Jlri,anJi;._ ________ ..1 -; 10 I I ! ,-., 15 ' -' 20 ~ 30 -35 Vashon Lodgement fill- Medium dense to dense, moist to we~ yellow-brown, SIL TY SAND with gravel. Wet at 4', then moist with depth. Gray and slightly coarser with depth. Wet at 16'. Bottom of exploration boring at 17 5 feet Seepage al 4' and 16'. I I I I I I I I I I I· I I I I I ! I i ~ I "l.f.---,--L--L--::-'--=;,------~......._,__,___,____,_-'--"--'-l Sampler Type (ST): ~Q rn . D : ; 2• OD Split Spoon Sampler (SPT) No Recovery M -Moisture Logged by: MT I ;__ ill ~'-O_. o_s_p_lit-'S-poon Sampler (D & M) I] Ring Sample ~ Water Level() Approved by: ·• "''l.l • • -•• r7l c:: ... .:,lh11 Ti 1h.:, !=:.~mnl ... !. Water Level at time of drilling {ATD) I I I I I I I I I I I I I I I I I I I I Associated Earth Sciences, Inc, Excloration Loa m m Im [!j ~ 1----;p:;:K::,i;::-~:,~,~c:2=9.:,~::r---,,-=-';E!"x::;pl'::ora:':-~.;:;c::~4';:N5;::u:::m:.be"'rc="'--...,-----s;;;1 h:-:~-:,i;--\-----1 Project Name Hazelwood Elementary Location Newcastle. WA Driller/Equipment Bortec HammerWelgnUDrop _1.c4,,0~#...._/.,,3"'0_" _________________ _ g 5 Q. " Cl DESCRIPTION FIii Medium dense, moist, blue-gray, SANDSTONE, cobbles and small boulders. Ground Surface Elevation (ft) ~4~0=3~-- Datum N/A Date StarVFinlsh -n'="2:-'1:':2-::z"/Q:-4:--::2-::[2"Z:-:{-::-?Q-::-Q-::-4-,-- Hole Diameter (In) --------- Blows/Foot 10 20 30 40 ,.. --Vashon LodgementTill . · - Loose to medium dense, wet, light brown to gray, fine to coarse SAND, -5 -10 r-15 r r 20 r r-25 -30 r-35 i "' l trace silt. Dense to very dense below 12'. ~'--------I!JITulnull!!llil'o ;i,,Bmn,i!!Qn_ ______ _.,,r Bottom or exploration boring at 18 feet Seepage at 4'. ~1--:,..-,.,.",--;;:-'--,""',-------------------------~--'--..,_..,__...,__..,__..,__..,__..,_~'-1 ~ Sampler Type (ST): § [l] 2" OD Spilt Spoon Sampler (SPT) "' [D 3" OD Split Spoon Sampler (D & M) ~ r::, 0 No Recovery I] Ring Sample r7l .. M • Moisture '.iZ Water Level () logged by: MT Approved by: Associated Earth Sciences, Inc. Exoloration Loo ~ ~ !ffl ~~ Project Number I ExploraUon Number Sheet KE03329A EB-46 1 of 1 I f;roject Name t:!si:?&ll!IQQrJ Elem§nt,11:¥ Ground Surface ElevaUon (ft) !IQ4 Location ~!;!l/J£Q1!S!li;i, W 8 Datum bl/A Driller/Equipment 6Qcte~ Date StarVFinish 02122104 212212004 1ammer WelghVDrop j!!Qlf I JQ" Hole Diameter (In) ' g "' o- =~ j. J/l -o ~1 ! 5 ~ a" Blows/Foot I C. s E e! [ r~ ~ QI T "' (!) "' .!!!_ " 0 "' 8 ~ a, 5 DESCRIPTION 10 20 30 40 0 ' I I I Vashon Lodgement TIii I I Medium dense to dense, wet to saturated, light yellow-brown, SIL TY fine to medium SAND with fine to medium gravel. I ' I ... 5 ' I Dense, coarser, and fight gray with depth. I I I I I 1 10 ~-----------Tukwila Formation ----------- I Dense to very dense, moist to wet, blue~gray sandstone fragments In SILTY SAND material, fragments to 1/4" diameter. I ""15 I Soltom of exploration boring at 14 5 feet No ground water/seepage ' • I r-20 I ~ 25 I I t-30 I ,.. 35 I 8 I N .. I I ~ <!! y Sampler Type (ST): " ~ [] 2" OD Split Spoon Sampler (SPT) 0 No Recovery M • Moisture Logged by: MT II "' ill 3" OD Spilt Spoon Sampler (D & M) I] Ring Sample Si'. Water Level () Approved by: til le! 171 Shelby Tube Sample .Y. Water Level at time of drttling (ATD) !(l Grab Samele I I I I I I I I I I I I I I I I I I I Project Name _Hazelwood Elementary Location Newcastle. WA Driller/Equipment Bortec HammerWelghUDrop _1...,4,,0,,#"-'-f,,.3,.0c..." _________________ _ g f " 0 ... 5 ~ 10 -15 ~ 20 -25 -30 -35 DESCRIPTION Vashon Lodgement TIii Medium dense to dense, moist to we~ brown to light brown-gray, SIL TY SAND with gravel. Dense to very dense below 5', Gradual color change to \ighl gray, Color change to blue-gray at 15', wet. T,,t-•• 11--·'on Bottom of exploration boring at 17 feet Possible seepage at 16' to 17' Ground Surface Elevation (ft) 399 5 Datum ..JNw,/A.._ _____ _ Data StarVFinlsh D2f2Z/Q4 ?/?7/?QQ4 ' Hole Diameter (in) --------- Blows/Foot 10 20 30 40 . ~!1-._..J._J__...L_,),_ _______________________ __j_...L.LL_L__J _ _j__....L _ _t__J'-\ J SamplerType (ST): MCX: [D . M 2" OD Split Spoon Sampler (SPT) 15 [I] 3" OD Split Spoon Sampler (D & M) ~ wiil ... . ... 0 No Recovery I] Ring Sample M -Moisture '¥-Water Level (} r71 ....... , ..... .,... ..... _ t"---•-'Y W;ih'!r Level at time or drillina tATO) Logged by: MT Approved by: Associated Earth Sciences, Inc. Exploration Loa ~ ~ ~ ~ lfj Project Number I Exploration Number Sheet KE03329A EB-48 1 of 1 Project Name l:!11~!wood !;;l!<!!ll!lOlili:¥ Ground Surface Elevation (ft) 1QQ Location l':!l!lll!Q!!l;tl§, 'll.8 Oalum l\1/A Orlller/Equlpment 8Q[!!;!Q Date Slart/Finish 02126£04 212612004 Hammer WelghVDrop HOI.UJQ" Hole Diameter (In) I I C: 1~ = ill u-,g ,-if ~ Blows/Foot = 15. = Q) I fir s ~ ~l ~ 3: <3cn !!! .2 ,o T en ~ CD I DESCRIPTION (,) 10 20 30 40 I Advance Outwash Medium dense to dense, wel lo saturated, light yellow-brown, SIL TY fine I SAND wilh few gravel. ' I-5 I I I ~-------------------------------I Tukwila Formation I Dense to very dense, moist, ANDESITE BRECCIA and TUFF, 1/8" lo 1/2" ~ l10 dark fragments. Bottom o~ exploration boring at 10 feet I I I ~ 15 ' ' I I I I 1-120 I-' 25 ~ 30 t-35 8 N "' ~ :! ~ I l Sampler Type (ST): N [[] 2" OD Split Spoon Sampler (SPn 0 No Recovery Logged by: a M -Moisture MT ~I [[] 3" OD Split Spoon Sampler (D & M) I] Ring Sample Sl-Water Level () Approved by: g· ~1 l;;j) -. ""--·--··-r7I Ohalh., T,,ha o.~., • .!. Waler Level at time of drilling (ATD) .!!l ~ lil = 0 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ~ 8 N "' ~ • " « ~ m N ~ 0 0: 0 !!l " Associated Earth Sciences, Inc. Exoloration LoQ m ii ~ [!i~ Project Number I Exploration Number I Sheet KE03329A EB-49 1 of 1 -Project Name l::lazell'!'Qog Eiemeo!a[ll Ground Surface Elevation (ft) JBZ Location ~!iWQ<l§lill, WA Datum Wi! Driller/Equipment Bocteg Date Start/Finish 02126/M,2/2612004 Hammer WelghVDrop 140/;!lJQ" Hole Diameter (in) g ..,_ " ]t .!!I "' g ~ !,! -o Blows/Foot 5 .c ,Q =" C. ~[ i~ i;; 15 C. s E iii " T .. ~"' 1;;; 5 0 "' 8 DESCRIPTION 10 20 30 40 0 Topsoil Loose, moist to wet, dark brown, SILlY fine SAND, organic. r------------Ac:ivanceOutwash ----------- Dense, mois~ light brown, GRAVELLY SAND. M _Jutnu:r ... c: .... .--.atlon _/ Bottom of exploration boring at 3 feet 5 No ground water/seepaga. - ,-10 r 15 ~ 20 -25 ,-30 ,-35 Sampler Type (SD: [D 2" OD Split Spoon Sampler (SPT) 0 No Recovery M -Moisture Logged by; MT [D 3" OD Split Spoon Sampler (D & M) I] Ring Sample 'S/. Water Level () Approved by: liil 171 Shelhv Tube Samele :t Water Level at time of drilllng (ATD) ~ ..... h C.,.m,.._1.,. . Associated Earth Sciences, Inc. Exoloration Loa ~ ~ [ffl [!i rj Project Number I Exploration Number Sheet KE03329A EB-50 1 of 1 Project Name !:la~lwoQg Elimieotaf:¥ Ground Surface Elevation (ft) 362 Location ' ~ewga:;tl!l, w 8 Datum tlllA Drlller/Equlpment !;!act.:(; Date Start/Finish 02126/04 212612004 Hammer WelghVDmp HQ1U3Q" Hole Diameter (In) ' I_ 6 Ji "' .. :I§ ii 15 " =1ai Blows/Foot a. Ii "''l'i s E 1!r .. 3: E 0 T (/) 8 ~"' DESCRIPTION 10 20 30 40 I h Topsoil • I -~.Jlll)!ID.lP.111Ql..ll'lll<-6'llYfil,..Sll.'Ci .fi/\D.Sl\b!C!. llfllilnlr.~ -----.J ashon Lodgement Till Dense, moist, light yellow-brown lo light gray, SIL TY SAND wlUi gravel. I I ~ '5 I I ! ' -10 I I I 1-Dense, wet, light gray, SIL TY sAND With fine to coarse gravel. ----- Wet at 13'. -i15 Wet at 15'. I k ' s:a--~i---I Bottom of exploration boring al 16 6 feel 1-20 .1 I I · [25 I I i I -j30 I I ' -35 ~ 8 N ,,; t " ~ I '1 i I Sampler Type (ST): 8 I [D 2" OD Split Spoon Sampler (SPT) 0 No Recovery M. Moisture Logged by: MT I ex: ' [D I] Ring Sample Soc Water Level () Approved by: il I 3" OD Spilt Spoon Sampler (D & M) .. Iii! r...-.1-, C1,nnla. 171 Shelbv Tube Samele:! Water Level at Ume of drilling (ATD) ./!I .. .. t- ~ .. = 0 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ;; l'l "' l ~ " l m N g 0: i Associated Earth Sciences, Inc. Exoloration Loa ~ ~ ~ ~ ~ Project Number J Exploration Number Sheet KE03329A EB-51 1 of 1 Project Name l:!~lwoQg §l11meata0! Ground Surface Elevallon (fl) Jgfl Location ~ewc<1stle, W 8. Datum 111/l! Driller/Equipment Bocte~ Date Start/Finish 02l2Zl04 2l2Zl2004 Hammer Weight/Drop 140# / 30" Hole Diameter (In) -I <>-§ lro .$ !S " 6 :E .8 =a, j"' Blows/Foot ~ c.e "c. s ll Q. s E 0~ 3: E ~ " T .. .. 0 "' 8 i tD = DESCRIPTION 10 20 30 40 0 Fill Loose, wet lo saturated, black, SIL TY SAND, few gravel. r 5 Loose, we~ yellow-brown, SILTY SAND, few gravel. Loose, wet, mottled black lo gray, SIL TY SAND with gravel. ..-10 r-------------------------------Vashon Lodgement Till Medium dense to dense, wet, yellow-brown lo gray, SIL TY SAND, fine gravel. r 15 ' r 20 r------------Tukwila Fonnatlon ------------ Bottom of exploration boring at 21 feet Boring relocated 5' north due lo prior refusal. c-25 r 30 -35 Sampler Type (ST): [[] 2" OD Spill Spoon Sampler (SPT) 0 No Recovery M -Moisture Logged by: MT [[] 3" OD Split Spoon Sampler (D & M) I] Ring Sample 'Si-Water Level() Approved by: 151 C,r;ih S.::imnle [71 Shelby Tube Sample.!. Water Level al time of drilling (ATD) Associated Earth Sciences, Inc. Exnloration Lon ~~[ffl~~ Project Number KE03329A I Exploration Number EB-52 Sheet 1 of 2 Project Name Location Driller/Equipment Hammer WelghVDrop : ' ~ 5 al' p I I ' C C. ,5 I I I L 10 '-is , I 11 !< I I ! -20 ' I L 25 I I I 30 ' I '-35 I .,; I "' £-a t ,: .0 s c.E I!! >, T "' Cl"' Hazelwood Elementary Ground Surface Elevation (ft) _,,3.,,8"2~-- Datum ""'NuwlA,,.__ ______ _ Newcastle. WA 140# / 30" Date Start/Finish Q2{2ZIQ4 ?(27/?QQ4 Hole Diameter (In) ----·----- Blows/Foot DESCRIPTION 10 20 30 40 Topsoil JlllllS! •• lh!rll..Pl:llw....Sll. D' .Jillll SAl:IC!. .llfllllniG... ________ ~ Vashon Lodgement TIii Medium dense to dense, wet to moist, light brown, SIL TY SAND with gravel. Color change al 17' to fight gray. Seepage at 23'. , I I I I I I I I I I I I I I I I I I ~ I I ~'f--'-, _S_a.,_m ... pl-er~T~yp"-e-(S'"T~):-----------------------'--..._._.,_ _ _.___......__..._--'_........___.~ a"' ITI D •·· 2" OD Split Spoon Sampler (SPT) No Recovery M • Moisture Logged by: MT ; (D 3' OD Split Spoon Sampler (D & M) I] Ring Sample '¥. Waler Level () Approved by: I ffi I 151 Grab sample 0 Shelby Tube Sample :'I". Water Level at lime of drilling (ATD) I I I I I I I I I I I I I I I I I I I ~ 8 N ,,; 'fl :!! ~ "! i El 0 a: 0 ~ Associated Earth Sciences, Inc. Exoloration Loa m ~ !ffl [!i ~ Project Number I Exploration Number Sheet KE03329A EB-52 2 of 2 Project Name !:la~IWQQg Els1meat;,[)l Ground Surface Elevatton (ft) 382 Location New.islle, WA Datum ~LA Driller/Equipment BQc!!!!. Date Start/Finish 02121/04 212112004 Hammer WeighUDrop 1~0tf I JQ" Hole Diameter (in) · ' §; ~:g =~ §~ J!l "' ~ ,5 % ~[ .,_ Iii~ Blows/Foot ! s E ;;~ ~ ., T .. (!) "' ~m 5 "' DESCRIPTION 8 10 20 30 40 ,-45 1/8" diameter andeslte fragments coming up in cuttings. r 50 T .. , ••• u. Bottom of e:,toration boring at 50 feet Seepge at '. . r-55 -60 -65 -70 -75 Sampler Type (ST): [D 2" OD Split Spoon Sampler (SPT) 0 No Recovery M. Moisture Logged by: MT [D 3" OD Split Spoon Sampler (D & M) (] Ring Sample 'SJ. Water Level () Approved by: liiil ""~-<-"---IA f7l -ehalh" T, ...... c:: .. mnlc, .!. Water Level at time of drilling (ATD) -- ··\., .. '· \ ' I • • J \ ) ) / / ' I I \ \ \ ·,. \ ', '·.. ·,. \ .. \ '· ',, '·· \ \ ' \ \\'\\\ \ \ \\ \ ' ' \ \ ' \ I \ ' \ ' \ I \ I \ \ \ \ \ \ I \ - ' r--, ·{ I I L:.;.":"J r--, ' I '• I I '•.L--J \ \ \ ' \ r-(" I ' I •I L...,_J i""1 ,, ' . L--J \ '. \ "\ \ \ \ . \. I\. \\. \ \ ' ' \ \. \ \ . ' . \, ' \ \ \ \ °', \ \. \ \ ··, \. I I I ,1 " I\ I \ I I I I I I \. \ 11 , t' \ ' I I• ; \' I i ~ d \I 00 I" ' \ :: \ 1 • ' \ ' ' \ '\ • i i • i i ! i i i • ! .j !! z,< II ~ 0 i 'ti i: Q) Q) -I t.i .E e Q) m .:i: 0 Cli 0 C: ~ ~ Cl> ~ Cl C: ·i:: 0 .0 i:: 0 ~ 0 ci >< Q) -0 C: 0 i 0 ..Q Cl> -(II E ·x e C. 0. <( • ...... I Ill w Q (!) w i a: E ::, I!! (!) ii: !:.! 13 6 z 5 w a a: .. z 0 I= z ~ 0 ~ z ~ 0. z -'z Oo 0 0 I- I-::r: C, Oz ~ Cl) :i: ~ CJ) 0 ~~ ...J 0. z " >< w~ UJ ~I= Cl ul i1i z :I Cl) <( UJ :i: I-....I ....I Cl) w m ll. ~ i) -·---------------- I I I I I I I I I I I I I I I I I I I .&SIASBCCIATEC Exploration Lon Project Number I Exploration Number Sheet P EARTH illlll BCIENCEB, INC KE00851G EB-1 1 of 1 Project Name Carni,bell t:!ill l;lementa01 Ground Surface Elevation (ft) :3!!fl' Location Qll!l!!le, WA Datum ~l= Driller/Equipment !;lceaQi':i Drilling I !;;Ml; !'lliQ Date Slart/Finish Hammer WeighVDrcp · 14Qtt l ;3Q" Hole Diameter Qn) -tn" g § 1 re "' "' _gg ;;; 0) =i' Blows/Foot ~ ,5 Q. J:.c ~~ ~§. Q)-C. s E ;;:: C. '* .Q ;; Q) T m <!) "' g ,5 0 "' DESCRIPTION ;;:: a, 0 10 20 30 40 S-1 ~· '.'· \\ Fill? 6 6.21 14 Medium dense, mois~ mottled brown, SIL TY fine lo ccarne SAND with fine 7 lo coarne gravel and trace cobbles. (SM) AblaUonTill ~ 5 Medium dense, very mols~ mottled gray, fine to ccarne SAND, little sill S-2 3 """ (SM) 5 ---------------------------6 • >-10 Medium dense, moist, gray, lntertedded SIL TY SAND and SAND with sill, 9 S-3 r ... w.i ...... "'~""'v"'I 11 ~20 Tukwila Formation Bedrock 9 >-15 S-4 . Very dense, moist, oxidized brown, SIL TY SAND with little fine gravel. 16 ,o,i, 01 sot.· Bottom .of exploration boring at 16 feet >-20 1-25 >-30 -35 . i i , § ~ ~ .. Sampler Type (ST): C, :; [D 2" OD Split Spoon Sampler (SPT) D No Recovery M -Moisture Logged by: BWG m 0 0 m 3" OD Sclit Sooon Samnler fO & M\ 11 Annrnv~rl hv• !!; Rinn ~bmnlA \I '"'""'""'"' "'""''" .&'SIASEICJCIATECI Exploration Log Project Number I ExptoraUon Number Sheet r EARTH SCIENCES, INC KE00851G EB-2 1 of 1 I Project Name Csam12b11ll l:fill f;;lflm!:la!aei Ground Surface Elevation (ft) 38!,l' Location ; Seal!l!:l, WA Datum ~= Driller/Equipment G~rv Qcilliag l QM!; !15C Date Start/Finish Hammer WelghUDrop Hole Diameter (In) jQ· j 30" g " .!! "6 =i 1ie .!!l "' ,5 -! &, .D. ~~ Blows/Foot ~ ~~ ~e al-s fii s:8 iii .c T en Cl"' ~ iii ,5 DESCRIPTION 10 20 30 40 0 •' ~· . S-1 t,-:r-. 1 A5 : . ' . Fill 2 Loose, moist dark brown, fine GRAVELLY fine SAND, little sill (SM) 4 S-2 Grades to very loose. 1 1 4 2 ' Ablation Till 1 ... 5 Medium dense, moist, gray, SILTY fine to medium SAND. (SM) ~ 5.3. .. 3 4 13 5 7 I ! I ,-10 I u! S-4 Grades to dense. 10 IA41 18 23 ! Tukwila Fonnatlon Bedrock ~ 15 Dense, moist mottled dark brown, SIL TY fine SAND. little gravel. (SM) 5.5 10 A 8 I 20 18 I Bottom of explonrtlon boring at 18.5 feet I I ' 20 I I ' ! I >-25 I I I I I -30 I I I ~ 35 I i ii ' N i " I t , ~ I , , ~ Sampler Type (ST): "! ;:; [I] 2" OD Split Spoon Sampler (SPD D No Recovery M -Moisture Logged by: il BWG ~ rn .,., nn c .. ,u c-........ c:-............ 1 .... ti"\ o ~n 11 ,.,, __ ... ___ ,_ "7 \U .. ••• I ••••• I\ AnnO'nua..t hu• I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I &SIASBCCIATEC Exploration Loa Project Number I Exploration Number Sheet Ila ~~ES,INC KE00851G EB-3 1 of 1 Project Name Carni:ibell l::lill El!:!rnent;;i01 Ground Surface Elevation (ft) 394' Location Sga!1!e, w~ Datum ~pbic S1101el£ Driller/Equipment Gregory Drilling I CME 45C Date Start/Finish a 1 ?121oaaa Hammer Weight/Drop 140 / 30" Hole Diameter Qn) -1n11 = <ll .Yo ~I j . 'bl -" .c: .0 .. ie Blows/Foot ~ ,s 1'i. ~i ~i ....I~ g. s Iii .El 0 ~ T (!) "' " .. -,5 C "' 3: a:, DESCRIPTION 10 20 30 40 0 S-1 '--~ l.: .'. 3 As Fill 3 Loose, moist, brown, SIL TY fine SAND, trace gravel and cobbles. (SM) 3 Ablation TIii ~ 5 . I S-2 Dense, moist, gray, SILTY fine to coarse SAND, litUe gravel. (SM) 7 A33 11 22 ~ 10 ·::. Dense, moist lo very moist, gray, fine SAND, few sift. (SP) S-3 6 A43 18 25 I '-15 As above. S-4 10 A7 20 17 Bottom of exploration boring at 16,5 feet ' ,._ 20 ,.. 25 > -30 ~ 35 ~ N ~ :; ~ ~ .. Sampler Type (ST): 'l :;; [J] D Logged by: BWG ~ 2" OD Split Spoon Sampler (SPT) No Recovery M. Moisture 0 0 m 3" OD Solit Sooon Samoter ID & M\ 11 AnnrnvPri hv'. i!i Rinn ~::r.mnlP 'v W::ator I au61 I\ I I ~ r l ~ .. " Ill 8 gj .&IIASBCCIATEC Exnloration Loa Project Number I Exploration Number Sheet r· EARTH KE00851G EB-4 1 of 1 ~ SCIENCES, INC Project Name caroQb!lll l:!111 El!lmenls!C£ Ground Surface Elevation (ft) J!l4' Location , S!ls!!ll!l, 'fl.A Dal\Jm ~~~?z= Driller/Equipment f .f8i5%olilr1Uing I CME 45C Date StartiFlnlsh Hammer WelghUDrop Hole Diameter CTn) ,4n11 g I"' .!lo if 1 l J!l "' ,5 I.!! .c:,, ..J Blows/Foot {!! i s C. e[ I lil 0 T ! (!) "' a, ,5 I DESCRIPTION 10 20 30 40 0 i '7' , .. AbtationTIII I Medium dense, moist, gray, SIL TY One SAND, trace fine gravel. (SM) 8 S-1 9 ~21 12 ~ 5 J !s.2 Grades to dense. 9 A3 17 19 i \ '-10 ] 15.3 111 Very stiff, moist, gray, fine SANDY SILT. (ML) 10 6 28 I 13 I 15 Lodgement TIii : I ~ 15 ] Very dense, moist, mottled gray, SIL TY fine to coarse SAND with gravel. 18-4 14 (SM) 24 •s2 28 I Bottom of exploraUon borfng al 16.5 feet I '-20 I ' '-25 I ' I '-30 I ' I ! ,_ 35 I : I I i Sampler Type (ST): (Il k• OD Split Spoon Sampler (SPT) 0 No Recovery M -Moisture Logged by: BWG [l r DD Split Spoon Sampler (D & M) I] Ring Sample Si'. Water Level () Approved by: I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I .& SIASSCICIATECI Exploration Loa Project Number I Exploration Number Sheet ,: EARTH 11111P SCIENCES, INC KE00851G EB-5 1 of 1 Project Name Qarngbell l:!i!I l;lementa[ll Ground Surface Elevation (ft) a~s· Location S@a!.ll!i!, WI:,. Datum ~~/~ Driller/Equipment Qrngo!j/ Drllllog l QME ~5C Date Start/Finish HammerWeighUDrop ~ • Hole Diameter Qn) 1n11 g " ~a ,g J. ,zl .!!! .c .0 Q) !!1 Blows/Foot ~ ,6 -" -;:' !S C. ~[ <il~ 5r s E 3:8 I .2 ~ T m C!)"' "' Cl "' ;;:: Cl ,6 DESCRIPTION 10 20 30 40 0 '.,. vi F AblatlonTill Medium dense, moist to very moist, brown, SIL TY fine SAND, little fine 3 . $-1 gravel. (SM) 8 "22 • 14 ... 5 As above. S-2 10 "~e 11 .. 17 ~ 10 Very stiff. mols~ gray SILT, some fine sand. (ML} S-3 7 " 7 12 15 Lodgement Till ~ 15 S-4 Very dense, moist, gray, SIL TY fine lo coarse SAND, some gravel. (SM) 20 0/ SOI • Bottom of exploration boring at 16 feet ~ 20 • -25 -30 ~ 35 ~ "' l ]j ~ "' Sampler Type (ST): :8 OJ 2" OD Split Spoon Sampler (SPT) D No Recovery M • Moisture Logged by: BWG 0 0 [I) 3" OD Split Spoon Sampler (D & M) I] Approved by: C: Ring Sample Sl. Water Level n R I Exnloration Loa .&SIASSCCIATECI Project Number I ExploraUon Number Sheet r EARTH ~ SCIENCES, INC KE00851G EB-6 1 of 1 ' Project Name Qarn.i!lell !:Jill E!ern~at;i~ Ground Surface Elevation (II) !!QQ' Location j S~a!ll~. Yi.8 Datum Iopogcapbic S110ley: Driller/Equipment ~r~go~ Qcilliag l QM!; 45Q Date Start/Finish l 212ZIOO l 212!12000 Hammer WeighVDrop '14Q#i 30" Hole Diameter On) •M ' I g " o-~ !, ~ " 'i -o Blows/Foot f!. ,6 .c .Q =oo ir s !!~ ~~ ~o ~ C T "' (!) "' 8 ~iii ,6 ,"' DESCRIPTION 10 20 30 40 0 "" I 2 S-1 Ablation TIii 7 6 12 I Medium dense, moist, gray, SIL TY fine SANO, trace fine gravel. (SM) 5 I I ,' I -5 S-2 : . Dense, mcist, gray, SILTY fine to coarse SAND wilh gravel. (SM) 9 •,i 19 I . 26 I I .. -10 I Very stiff, moist, gray SILT, little fine sand. (ML) 5.3 6 .i.,, 7 I 9 I '-15 ~ Medium dense, moist, gray, SILTY fine to coarse SAND, little fine gravel. S-4 5 J .. (SM) 12 16 i Bottom of exploration boring at 16.5 feel I I ~ 20 ' I I -25 I ' I i I '-30 I I ' I '-35 ' I i I I ~ I ~ ~' I i; Sampler Type (ST): ~ [D ~. OD Split Spoon Sampler (SPD 0 No Recovery M. Moisture Logged by: BWG g "' (D ~-OD Split Spoon Sampler (D & M) I] Ring Sample 5.1. Water Level /l AoDroved bv: Q I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I &SIASBDCIAT1:D Exnloration Loa Project Number I Exploration Number Sheet r EARTH 11111P SCIENCES, INC KE00851G EB-7 1 of 1 Project Name Cam12bell !:lill Elemental:)! Ground Surface Elevation (ft) 39Z' Location Se;a!!le 'ti.A Datum ~~~ Driller/Equipment f ,r8i7'Xo8rilling / CME 45C Date Start/Finish Hammer Weight/Drop· Hole Diameter Qn) 1n" §: Ill .!,!15 ~I j, ~ i ., !!! Blows/Foot ~ 5 .<: .0 ~ f!l s e°§. ~i ~ a. ,m.2 " " T C)"' 5 0 "' ;:: a, DESCRIPTION 10 20 30 40 0 J S-1 · .. 2 "• Fill 2 Very loose, very moist, brown, SIL TY fine SAND with fine gravel. (SM) 2 . I . -5 Grades to loose, we~ gray, SIL TY fine SAND, little gravel. (SM) S-2 5 6 •10 4 '·. Ablation TIii -10 Very dense, moist, gray, SIL TY fine to coarse SAND with gravel. (SM) S-3 11 > 30 ·•56 26 -15 Grades to dense. S-4 8 ... 8 17 21 Bottom of exploration boring at 16.5 feet ..-20 -25 ..-30 . -35 ~ '; ~ "l ~ 8i Sampler Type (ST): ln [I] 2" OD Split Spoon Sampler (SPT) 0 No Recovery M • Moisture Logged by: BWG C C C [I] 3" OD Spill Spoon Sampler (D & M) U Ring Sample Approved by: a: ~ Waler Level () g - . I Exoloration Lon Exploration Number EB-8 Sheet . 1 of 1 Project Name Campbell Hm Elementary Location . ..,Se!'eruail!tt!lles.,~VV'l:J!.L-A:\,,,-~,-=,,--,,:,-,-,c-:-~~-~~~----- Ground Surface Elevation (ft) _,,3,.,9,.8' __ _ Driller/Equlpinent G1~eogON30·grming I CME 45C Hammer Welgl]UDrop _ !I, fi.L g ,6 s ii!- 0 T J -5 I "' :tll .. ii !~ ffi '!' (!) "' S-1 :,-" I ' I i S-2 ' I DESCRIPTION FIii Very loose. very moist to wet, dark brown. SIL TY fine SAND. trace wood. (SM) Ablation TIii Medium dense. mois~ motUed brown. SIL TY fine SAND, lltUe gravel. (SM) g:~~tarUFlnish i~1%"rf,t!fli//!fn% Hole Diameter(in) -·=""------- 2 2 A3 1 7 10 15 Blows/Foot 10 20 30 40 I ~-------------------------- ~ r <-10 ' ' ~ 15 ' ,_ 20 -25 ' -30 ~ 35 I= I S-3 I s-4 No Recovery. No samples recovered. Probably Tukwila Fomiallon bedrock. No Re-verv, Probable bedrock. Bottom or exploratkm boring at 1s feet 01: • 50/ 50/ • .:.I--L.L-=-1--,,J,,-------------------Jl..-L..L..l--L__JL,_..J__J,__,...__L.J " Sampler Type (ST): j [[] :i: OD Split Spoon Sampler ($PT) 0 No Recovery ~ rn 3" OD Split Spoon Sampler (D & M) I] Ring Sample M -Moisture 'fl. Water Level () Logged by: Approved by: BWG I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 8 N " • i! ~ ii'. C, :;; m g " Q .&SIASBOCIATI:C Exoloration Loa Project Number I Exploration Number Sheet 1111111 ~EB,INC KE00851G EB-9 1 of 1 Project Name Carngbell !:Jill El11rnentaiy Ground Surface Elevation (ft) 3!l4' Location S11attl~. W 8 Datum. Iopogcapbic S11ole¥ Driller/Equipment Greriy Drilling / CME 45C Date Start/Finish ...1212Zl00 J 212Zl2000 · Hammer Weight/Drop Hole Diameter (in) ' 140 / 30" 10" g :g £0 6 It !!l .. l[ ~ Blows/Foot {:!. ,s 1 =ai~ i s ;;:§ ~ .. T "' (!) (/) .. -,s Cl (/) ;;: al DESCRIPTION 0 10 20 30 40 0 ' ' ' I I 8 S-1 "·'"· . Fill 6 A13 Medium dense, moist, brown, SIL TY fine to coarae SANO, few fine gravel. 7 (SM) Topsoil (cuttings) -5 Loose, very mois~ dark brown, SIL TY fine SAND with little gravel and trace S-2 3 ' 9 wood. (SM) 3 6 . AblatlonTIII ,-. 10 Very stiff, moist, tan SILT, little fine sand. (ML) S-3 5 A23 9 14 r-15 Grades to hard, gray. S-4 6 12 030 18 Bottom of exploration boring at 16.5 feet ,.. 20 ,-25 ,-. 30 . -35 Sampler Type (ST): [] 0 No Recovery M ~ Moisture Logged by: BWG 2• OD Split Spoon Sampler (SPT) [I) 3• OD Spilt Spoon Sampler (D & M) I] Ring Sample ll Water Level /l Aooroved bv: I I I I I I I I I I I I I I I I I I I d--:: ~~t: _'"l_: _' ··~, , ;_:Il~-! :~,- ~-L _; __ i~i '{j i:. ; '; ; -· i . _,_ ·~-- ·.-~·· ·----,·· -~-t:-'C'"-; ; ~-~ -~.(. --,---··'-· -<a -····-· ----:-·•. : .... .J'._ ;. )~-t~~-'" --.... ·- . --~--;,_, ..• ;t~:t:-;·::f~~~ i·'i -;~~--~--. --~. ;._.J. •• ~ •. '.,., . ----1 . : .... L;-- ··"---. )_· D .. -D ! '.7:~;,: -';· .. li-e ,GYM.. EB-1' ,,. .,_ . r I I I ·----__ ,E&§ L-,1 I ,I SCHOOL~ •• I -.J. ;; /:":; __ _ J!ft h:".F'. !t; .:ttT( ; __ : ···-,.-:· ,-_--\-!·-.-·· :· .·:··.·. · ···-·-·:··-. _-.-:-·· ... r·~--~--1·: -PARTIAL SlTE AND EXPUlRATION PLAN! . -. . . . . . . ' . . l-'. ; -~---; -·'. .. ~.ffi --'--~ .. _t_;;;. r-·-.--· :·. ;;,: _,. ~-·"C ·--·-· t:~ ·r.~ b) ...•.. --·--~;_._,_ .:Fl;· --- :.;?~ ·,.,-,·:··.""'. :·[y~i ~""'.-~., ,a+:i ,_,-__ ... ---. ' I ,, 'I' :, 1.-. ~ ti i ;·-.... ···· .. ..,.~;- t"_;~tlt '±£· .. ~ 1---'-~--·---EB-1 0 App.o.clmalb lac8llan ot expklratk>n bomg from previous study .--. .. _ .. _. ___ .. , .. ·'-~---..... ·Co) I\) . ::s '· ,_, __ . Q. ___ if:f EB-1• EH-1. .----. I I ,_ __ .J ~a,dmate lacatkm at explorallOn baring App.oxlmate locallan ot hand explolallon hole Potentlal buDdlng a,ea iL it . EB-4 .. L-..P I ' I I 11 ~~' "l;ll-1_'9_ --_ J pa J :S- i ~ (I) nt- ; -~ !"'"" I l I •. I I I I I I I L-~--j 0 80 SCALE IN FEET NORTH 160 ' SIERRA HEIGHTS ELEMENTARY SCHOOL REtJrON, WASHINGTON PROJECT NO. G93192A FIGURE 1 .& SI ASSOCIATED EARTH ~ SCIENCES, INC I I I I I I I I I I I I I I I I I HAND EXPLORATION HOLE NUMBER EH-1 SEDIMENT DESCRIPTION 0 2" Sod. -. Medium dense, dry, silty, fine to medium sand. (Fill) 6"- . Dense, dry to damp, g,ay, silty, fine to medium sand with some gravel. (Lodgement Till) 12" BOH @I 12" Note: No seepage; no caving. . - NUMBER SEDIMENT DESCRIPTION 0 - - . - - Subsurface conditions depicted represent our observations at the time and location ol 1h18 exploratory hole, moclfled by geolaglc Interpretation, engineering analysis, and Judgment. They are not nace8881'11y representatlw of other times and locstlans. We wB1 not accept responalbltly for the use or Interpretation by others of Information presented ~ 1h18 log. G93192A 9/93 ~~~ Sierra Heights School Renton, Washington &SIASSOCIATEC C EARTH SCIENCES, INC I. I ------------1 EXPLORATION BORING LOG EB-1 f <fl STANDARD PENERATION RESISTANCE •. < U SEDIMENT DESCRIPTION Blows/Foot :c LU Q t:C ... ... "-§LU "-LU ::. . a: ~ .__"'-+-f------------------+--+.;;;...-.;:;...~--1 .. 0 __ 2;;,o __ ... 3,_o __ 4.;,.o __ -1 1 0 ti: Q < I;;;: <fl .... Damp, gray /light brown, fine to medium sand with some silt. (Fill) Damp, gray, silty, fine sand with some gravel. Till) BOH@ 9' Note: No seepage. to medium (Lodgement .... .... - .__ 5 '--.... '-- -10 ------- '-- ,_ -,_ ,_ .... .... -,_ ----,_ '-- '--... I • I I I 6" I S" I I Subsurface conditions depicted represent our observations at the time and location of this exploraiory hole, modified 17/ gealoglc Interpretation, engineering analysis, end judgment They are not necessarily representative of other times and locations. We will not accept responslbffity for the use or Interpretation 17/ others of Information presented' on this log. I I I I I I Sierra Heights School Renton, Washington G93192A ASSOCIATED . I EARTH SCIENCES, INC I I I I I I I I I I I I I I I I I I I I ' EXPLORATION BORING LOG EB-2 SEDIMENT DESCRIPTION Damp, brown, fine to medium with some silt and gravel. Damp, gray, fine to medium with some silt and gravel. ment Till) BOH@ 9' Note: No seepage. sand (Fill) sand (Lodge- ,_ ,_ ,_ :c ... C. w Q -s ,_ ... ,_ '--10 :.. ,_ ,_ ,_ .... ,_ ,_ .... .... -,_ ,_ ,_ ... w .... C. ::5 :a I I I STANDARD 1'£NERATION RESISTANCE Blows/Foot ID 20 30 40 73 · 79 • Subsurface conditions depicted represent our observations at the thne and location of !hi& exploratory hole, modified by geologic inte,pretation, enginee.ing analysis, and judgment. They are not necessarily representative of other times and locations. We wiB not accept responslbiRty for the use or interpretation IJ)I others of Information presented·on this log. Si~rra Heights School Renton, Washington G93192A 9/93 ASSOCIATED . EARTH SCIENCES, INC ' ' I I EXPLORATION BORING LOG EB-3 ::c ::c w Qa: STAM>ARO PENERATION RESISTANCE en ..J .. ... .. !w <( (J SEDIMENT DESCRIPTION .. :I! etc Blows/Foot en w a: ::, Q <( !; !:: Ill en 10 20 30 40 Damp, brown, silty, fine to medium ,_ sand with some gravel. (Fill) ,_ I • 31 .... .... -5 Damp, gray, silty, fine to medium I 6" sand with some gravel. (Lodgement .... Till) ,_ ~ I 4" BOH@ 9' I--10 ' Note: No seepage. ,_ ' ' .... ·. ' ' .... I ,_ ' ' -I I - ' I - I I .... I ! ,_ ' I-- I I -I ,_ i I ..... I I .... I ' I - I ,_ ' I - I -! ' -I I -I I --.... - Subsurface conditions depk;ted represent our observations at the tJme and location of this exploraiory: hole, modified l'f geologic interpretation, engineering analysis, and judgment. They are not necessarily representative of other times and locations. We wlD not acC,:ept responsibility for the use or interpretation I¥ others of Information presented' on this log. I ~/', I G93192A 9/93 /.),\ 7 ' I I I I Sierra Heights School ! Renton, Washington .& ASSOCIATED . I ' EARTH I ' SCIENCES, INC I I' I I I I I , I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I :c ~ a: " EXPLORATION BORING LOG EB-t, SEDIMENT DESCRIPTION Damp, gray, silty, fine sand with some gravel. Till) BOH @ 6!' Note: No seepage. to medium (Lodgement .... .... .... ,_ :c l-o. w 0 ,-.. 5 ,... --.... -10 .... ,- ,- .... ,__ ,- ,- ~ ,... - ,- ,- ,- ,_ ,--- ,- ,- ,- ,---.... ,- ... I I STAN:>ARO PENERATION RESISTANCE Blows/Foot 10 20 30 40 78 IA 511 j Subsurface conditions depicted ,epresent ow observations ·at the time and location of this exploratory ·11o1e, modified by geologic lnleq>retalion, engineering analysis, and judgmenL They are not necessarily representative of other times and locations. We wm not accept responsiblllty for the use or lnteq>retation by others of Information presenled'on this log. · Sierra Heights School Renton, Washington G93192A 9/93 ASSOCIATED EARTH SCIENCES, INC EXPLORATION BORING LOG EB-5 :c :c w Qa: STMOAAO PENERATION RESISTANCE "' ... a. 0 SEDIMENT DESCRIPTION I-a. ~w Blows/Foot ,( Ill a. :; ott a: :::, w ,( <, Q U) !;~ 10 20 30 40 ' Moist, gray /brown,, fine to medium -sand. (Fill) .... I .. .... Damp, gray, silty, fine to medium -5 I sand with some gravel. (Lodgement .... 4" Till) .... I .... l" ' ' BOH@ 9' I -10 ' i Note: No seepage. .... ' ·>-= pounding ' on a rock. No N value .... I recorded. .... I ..... I -' I .... ' I .... ' i - I - I -I -I . I ' -I - I - ' I -.... I I >- ' .... I ' .... I ' -I ' .... .... .... I I- I I Subsurface conditions depicted represent our observations at the time and location of this exploraiory hole, modified by geologic Interpretation, engineering analysis, and fudgment. They um not necesearily. representatlv<> of other times end locations. We wlU not accept responsibffity for the use or interpretation IJ'f others of information presented'on this lag. · ·· · ' I . -'.cA G93192A 9/93 ( '\~: I I I Sierra Heights School ' I Renton, Washington A! ASSOCIATED . I I I EARTH I SCIENCES, INC ' I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I ii • I ! ~ C • ~ ill I § ,'! .,, ~ • I i ~ 0 .,, j C • I ~ ~ 8 ~ ', ' ' ' \ ' ' ' ' I I I I ~ \ r---------1 I I ' ' , ' ' ' -' ' ... ___ '' ' ' ' I ' ' : ', '\.. \ ' ' \ \ ' ' ' ' ' ' ' ' ' ' ' ' ' ' , , , , / , ' ' ' , I ,,, , ', ' --/ ', ,, ... , ~ ' ' ' ' _ •. ",..:·. ·.";f'""~~ :···)~\. ~ .. ~t-~-;~, , 1 ["'.· .. ~.~;--,~~· ' ..•. :; ' ' ' ' ' ' ' ' ' ' APPROXIMATE LOCATION OF EXPLORATION PIT TYP -------------------- , , ---' ' ' ' ' ' t"', ',: I ' 1 . -,! t,...;-.:-i,,': r·1 , ,\ -~ .,?."".;P, ,.,.,_ ,,: :. !: ',,',,, ., .......... ------- ' ', I ' I ' I ', \,,, /~r--.is' •.. ·1·, ., ,., ·,' ' . ' --~- --I ,, I ',, -----\ \ I ' \ I I l!iEP~2 .: //. . i.. :,_:t;~ ·,; ,, .' ( )lli~-12>"~--- . _.,_,-ce--::;;-----,---.. (';< ' ; -~-::..-•H • ---- -\ _, I --I ',,,, ------\ ', -I ', ,-' I ' ' --\ ', ''-, I ' ,, ', I ', --', I -;"(' '· ',, \ ..... _--', "'--'0.. ', \ ___ >·' ' ' '',,, \ ', I ', I ', \ ',.... \ ', I ', \ ' \ ', I ;/ ', I \ I I I I \ ______ .1..--1-\---, \ _,--1111 EP-11 .... --, ' -... ., ', \ ',, \ ', \ ', \ : \---- ' \ ' ' I \ ~r .,. ........ --,v"Y. , ,, , \ \ I \\ (". '.< IIE~-9 I ""-, \ /.,\--' -' .. , ... ;;~:·.<. ;. iJ , '· . ~;·, ,:.·, ', .. ___ ,,. ,, .,.·" ·-'. -~ .. ·. ··.·:· ,,/• .. ,/·,i;C'.~~-.",. \ ',, .,.(... /~ · ., .... ~-i" .. ·trl;.+9 · ··'!'"':. -~L~-~ I ' / ,• r ~ f /, ~' ,;> ' ', .... '1 :. ·,~ i/ , . -t:-~·~, .; . , , c,, . < .. r .. ·, ~ I . 'f' • /" '.,;.."<(, • -• ! ·.· . \ I ' ;,:? ~/ I ~~t/f j•• ~..:,t: .'. -:x \ \ ) ·~a. ~:;?"..,; \)•,:.),' ' •.' d"J I ,'i.~,, \ ·-' \ ', I ' \ ',,, \ ', I ', I ,,, ,, \ , , , /,e.,.,,z,, .......... ,-:11'-<t..b-tv'-; ,.f:~-8 \ 1.---... / • _. . .( •. >t". •;J_:_.~~, ........ ~,,-~~. ~' 1(1~ ,}' ". ,,_ \ ', ---,,. \;;_,•.,,,~-.. iv·, .. ,, -,~·f\ ' --.·,~".~-\ '-_. ...... ..-· . •,\ ~ -:.~. · '. ··.\ .. ·,~ --. l;"°C ;-., -~-,-. H I 1C;:Cq",; ----~·\-__ . '\ -...;E··:P,··10. : '.':;-,.,.'.._'--,).-':''t!:'f.c'. '.. I · ~"'~ -: --I t-.._ • llll '.-,, ---~ a" -,. ,. -------\ ./( ........ ______ _. 1' , ~ r' ,.;I.< ~~ ' ', ~---\ l ', . ' . ~,,,.:jll ------I ~---', '-' ~ \. I ', 11"'11,..n:roO _ ----- \ ~ ,,~ -----~-._ ---------------------------------------- REFERENCE: AHBL Associated Earth Sciences, Inc. ~ ~ ~ Q±] ~~~ ~lm~ \ I ---..)>--------~ ------\ ~~ --------::::::::::-----__ ..,. SITE AND EXPLORATION PLAN TIFFANY PARK SITE RENTON, WASHINGTON ',, ', ',, ', ',,, ', ..... , ...... , --------.... 0 !'< ~ 75 150 • FEET FIGURE 2 DATE 9/12 PROJ, NO. KE120359A _J . I I I I I I I I I I I I I I I I I I I g 1 - 2 - 3 - 4 - 5 - 6 - 7 - 8 - 9 - 10 - 11 - 12 - 13 - 14 - 15 - 16 - 17 - 18 - 19 - LOG OF EXPLORATION PIT NO. EP-1 This log is part of the report prepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be read together with that report for complete interpretation. This summary applies only to the location of this trench at the time of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are a simplficatlon of actual conditions encountered. · DESCRIPTION Topsoil Weathered Vashon Lodgement Till Medium dense, moist, mottled gray and brown, fine to coarse SAND, with silt, little fine to coarse gravel; no stratification or structure (SM). Vashon Lodgement Till/ Vashon Advance Outwash Transitional Sediments Dense,. moist, brown, fine to coarse SAND, with fine to coarse gravel, few silt; no stratification (SW) . Very dense, moist, mottled gray, fine to coarse SAND, with silt, little fine to coarse gravel; no stratification or structure (SM). Bottom of exploration pit at depth 10.5 feet No seepage. No caving. ~---lce-------------------------------------------~------------------------------------------- Logged by: BWG Approved by: Tiffany Park Site Renton, WA Associated Earth Sciences, Inc. Project No. KE120359A 9/6/12 ________________ I 1 2 3 LOG OF EXPLORATION PIT NO. EP·2 This log is part of the report prepared by Associated Earth Sciences, Inc. (AESI) for the named project and shoiJd be read togetlier with that report tor complete Interpretation. This summary BPRlies only to the location of this trench at the time of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are a simplflcatlon of actual conditions encountered. DESCRIPTION Topsoil Weathered Vashon Lodgement Till Medium dense, moist, light brown, fine SAND, with silt, few fine gravel; no stratification or structure (SM). 4 +-----,v'"'a-s'"'h-o-n'L"""'o,..,d"g_e_m,.,e_n.,..t T"'1'"11=vra-sh""o_n_A..,.....dv""a,.,n_c_e...,O"'u'"'t __ w_a-sh'""'T'""rac:-n:--:s"it"'io,...n-'S""e,..,d"im-e-nt'""s----- Dense grading to very dense, very moist, mottled gray grading to gray, fine to coarse SAND, with 5 6 7 8 9 10 11 12 13 14 15 16 17 18 silt, little fine gravel (SM); pockets of gray, fine to medium SAND, few silt {SP). Bottom of exploration pit at depth 10.5 feet No seepage. No caving. I I I I I I 19 ~-',~-----------------~• i "' I -, ~ "I Logged by: BWG Approved by: Tiffany Park Site Renton, WA Associated Earth Sciences, Inc. I Project No. KE120359A I 9/6/12 I I I I I I I I I I I I I I I I I I I 1 - 2 - 3 - 4 - 5 - 6 - 7 - 8 - 9 - 10 11 - 12 - 13 - 14 - 15 - 16 - 17 - 18 - 19 - LOG OF EXPLORATION PIT NO. EP-3 This log is part of the report prepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be read togetlier with that report for complete Interpretation. This summary applies only to the location of this trench at the time of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are a simplficatlon of actual conditions encountered. . DESCRIPTION Topsoil Weathered Vashon Lodgement Till Medium dense, moist, light brown, fine SAND, with silt, few fine gravel; no stratification or structure (SM). Vashon Lodgement Till Dense grading to very dense, very moist, gray, fine to coarse SAND, with silt, few fine gravel; no stratification or structure (SM). Bottom of exploration pit at depth 10 feet No seepage. No caving. N g--J~----------------------------------------~------------------------------------------- Logged by: BWG Approved by: Tiffany Park Site Renton, WA Associated Earth Sciences, Inc. Project No. KE120359A 9/6/12 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 LOG OF EXPLORATION PIT NO. EPM4 This log is part of the report prepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be read togettier with that report for complete Interpretation. This summary applies only to the location of this trench at the time of excavation. Subsuriace conditions may change at this location with U,e passage of time. The data presented are a slmplflcatlon of actual conditions encountered. DESCRIPTION Topsoil Weathered Vashon Lodgement Till Medium dense, moist, reddish brown, line to medium SAND, with silt, few fine gravel; no stratification or structure (SM). Vashon Lodgement Till Dense grading to very dense, moist, gray, fine to coarse SAND, with silt, few fine gravel; no stratification or structure (SM). Bottom of exploration pit at depth io.s feet No seepage. No caving. I I I I I I I I I " ~----126-----------------------------------------I ,:,------------------------------------------- i "' I 1 Logged by: BWG Approved by: Tiffany Park Site Renton, WA Associated Earth Sciences, Inc. Project No. KE120359A Q{l=:./1? I I I I I I I I I I I I I I I I I I I I I R Q) 0 1 - 2 - 3 - 4 LOG OF EXPLORATION PIT NO. EP-5 This log is part of the report prepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be read togetMer with that rep(?rt for complete Interpretation. This summary applies only to the location of this trench at the time of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are a slmplfication of actual conditions encountered. DESCRIPTION Topsoil Weathered Vashon lodgement Till Medium dense, moist, mottled brown, fine to medium SAND, with silt, few fine gravel; no stratification or structure (SM). Vashon lodgement Till Dense grading to very dense, very moist, mottled gray, fine to coarse SAND, with silt (SM). 5 - 6 - 7 - 8 - 9 - 10 - 11 - 12 - 13 - 14 - 15 - 16 - 17 - 18 - 19 - Bottom of exploration pit at depth 10.5 feet No seepage. No caving. N ;;--1~----------------------------------------N .;------------------------------------------- Logged by: BWG Aooroved bv: Tiffany Park Site Renton, WA Associated Earth Sciences, Inc. Project No. KE120359A !l/R/1? I -------------------------------------------,.. g i Cl 1 2 3 4 5 6 7 8 9 10 11 12 · 13 14 15 16 17 18 19 LOG OF EXPLORATION PIT NO. EP-6 This log is part of the report prepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be read toge!Mer with that repqn tor comolete interpretation. This summary applies only to the location of this trench at the time of excavation. Subsurlaca condilions may change at this location with the passage of time. The data presented are a simplfication of actual conditions encountered. · DESCRIPTION Topsoil • Weathered Vashon Lodgement TIii Medium dense, moist, mottled brown, fine to coarse SAND, with silt, little fine to coarse gravel; no stratification or structure (SM). · Vashon Lodgement TIii Dense grading to very dense, very moist to wet, mottled gray grading to gray, fine to coarse SAND, with silt, little fine to coarse gravel; no stratification or structure (SM). · Bottom of exploration pit at depth 10 feet Weak seepage zones below 8 feet. No caving. I '1~---2{)----------------------------------------0 ,N !~-------------------------------------------,.. iJ Tiffany Park Site I 1! Renton, WA ·~ I• I · Associated Earth Sciences, Inc. ~ Logged by: BWG Project No. KE120359A i~ Approved by: fRI j '.'~?! I.~/ ~j !t!ffl 9/6/12 ' I I I I I I I I I I I I I I I I I N ~ :2 I • t ... • " o'. I "! ~ ~ 8 :, ):> 1 - LOG OF EXPLORATION PIT NO. EP-7 This log Is part of the report prepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be read togetlier with that repqrt for complete interpretation. This summary applies only to the location of this trench at the time of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are a simplflcatlon of actual conditions encountered. DESCRIPTION Topsoil Weathered Vashon Lodgement Till 2 -Medium dense, moist, light brown, fine SAND, with silt, few fine gravel; no stratification or structure (SM). 3 - 4 - 5 - 6 - 7 - 8 - 9 - 10 11 - 12 - 13 - 14 - 15 - . 16 - 17 - 181 191 Vashon Lodgement TIii Dense grading to very dense, very moist, mottled gray grading to gray, fine to coarse SAND, with silt, little fine gravel, trace coarse gravel and cobbles, one boulder; no stratification or structure (SM). Bottom of exploration pit at depth 10 feet No seepage. No caving. Tiffany Park Site Renton, WA Associated Earth Sciences, Inc. Logged by: BWG Approved by: Project No. KE120359A 9/6/12 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 LOG OF EXPLORATION PIT NO. EP-8 This log Is part of the report prepared by Associated Earth Sciences, Inc. (AES!) for the named project and should be read togetMer with that report for complete interpretation. This summary applies only to the location of this trench at the time of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are · a slmplflcatlon of actual conditions encountered. · DESCRIPTION Topsoil Weathered Vashon Lodgement Till Medium dense, very moist, reddish brown, fine to medium SAND, with silt, lew fine to coarse gravel; no stratifi1<ation or structure (SM). Vashon Lodgement Till Dense grading to very dense, very moist, mottled gray, fine to coarse SAND, with silt, little fine to coarse gravel, trace cobbles; no stratification or structure (SM). Bottom of exploration ptt at depth ,o feet No seepage. No caving. I I I 19 IN I ,-----w------------1;~~~~~~~~~~~~~~~~~~~~~~~~~...;..~~~~~~~~~ . i Tiffany Park Site I I! Renton, WA I 1; j! Logged by: BWG Approved by: Associated Earth Sciences, Inc. Project No. KE120359A I !:Vll/1? I I I I I I I I I I I I I I I I I I I 1 - 2 - 3 - 4 5 - 6 - 7 - 8 - 9 10 - 11 - 12 - 13 - 14 - 15 - 16 - 17 - 18 - 19 - LOG OF EXPLORATION PIT NO. EP-9 This log Is part of the report prepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be read togellier with that report for complete Interpretation. This summary apRlles only to the location of this trench at the time of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are a slmplfication of actual conditions encountered. DESCRIPTION Topsoil Weathered Vashon Lodgement Till Medium dense, moist, mottled brown, fine to medium SAND, with silt; no stratification or structure (SM). Vashon Lodgement Till Dense grading to very dense, very moist, mottled gray, fine to coarse SAND, with silt, little fine to coarse gravel, trace cobbles and boulders; no stratification or structure (SM). Bottom of exploration pit at depth 9 feet No seepage. No caving. 5-----lc&---------------'---------------------------•N :!!-------------------------------------------Tiffany Park Site i Logged by: BWG Approved by: Renton, WA Associated Earth Sciences, Inc. Project No. KE120359A 9/6/12 --------------'---'. I g i 0 1 2 3 LOG OF EXPLORATION PIT NO. EP-10 This log is part of the report prepared by Associated Earth Sciences, Inc. (AES!) for the named project and should be read togetiier with that report for complete Interpretation. This summary applies only to the location of this trench at the time of excavation. Subsurface conditions may change at this location wtth the passage of time. The data presented are a slmplflcation of actual conditions encountered. DESCRIPTION Topsoil Weathered Vashon Lodgement Till Medium dense, moist, light brown, fine SAND, with silt, trace fine gravel; no stratification or structure (SM). 4 -+--------------,v"a-s"'h""'o-n'L-o"dg,-e_m_e_n.,..t""T'"ill,-------------- Dense grading to very dense, moist, mottled gray, fine to coarse SAND, with silt, few fine to coarse gravel; no stratification or structure (SM). 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 Bottom of exploration pit at depth 8 feet No seepage. No caving. I I I I I ~~--2tt--~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~-• :i----------------------------------------- j " ' Logged by: BWG Approved by: Tiffany Park Site Renton, WA Associated Earth Sciences, Inc. I Project No. KE120359A I 9/6/12 I I I I I I I I I I I I I I I I I I I LOG OF EXPLORATION PIT NO. EP-11 This log is part of the report prepared by Associated Earth Sciences, Inc. (AES!) for the named project and should be read togetMer with that report for complete Interpretation. This summary applies only to the location of this trench at the time of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are a simplfication of actual conditions encountered. DESCRIPTION Topsoil 1 -1----------------------------------------Weathered Vashon Lodgement Till 2 - 3 Medium dense, moist, light brown, fine SAND, with silt, trace fine gravel; no stratification or structure (SM). 4-1--------------=--~---=~-------------Vashon Lodgement Till 5 - 6 - 7 - 8 - 9 - 10 - 11 - 12 - 13 - 14 - 15 - 16 - 17 - 18 - 19 - Dense grading to very dense, very moist, mottled gray, fine to medium SAND, with silt, few fine to coarse gravel, trace cobbles; no stratification or structure (SM). Bottom of exploration pit at depth 8.5 feet No seepage. No caving. · ~·-~-----------------------------------------~------------------------------------------- Logged by: BWG Approved by: Tiffany Park Site Renton, WA Associated Earth Sciences, Inc. Project No. KE120359A 9/6/12 2 3 4 5 6 7 8 9 11 12 13 14 15 16 17 18 19 LOG OF EXPLORATION PIT NO. EP-12 This log Is part of the report prepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be read together with that rllPQrt for complete Interpretation. This summary •PRlies only to the location of this trench at the time of excavation. Subsurtaca condillons may change at this location with the passage of time. The data presented are a slmplflcation of actual conditions encountered. • DESCRIPTION Topsoil Weathered Vashon Lodgement Till Medium dense, moist, light brown, fine SAND, with silt, trace fine gravel; no stratification or structure (SM). Vashon Lodgement TIii Dense grading to very dense, moist, mottled brown and gray grading to gray, fine to coarse SAND, with silt, few fine gravel; no stratification or structure (SM). Bottom of exploration pit at depth 1 O feet No seepage. No caving. I I N I 1~---2,e--------------------·~----------------------------------------- :J." Tiffany Park Site I ,,, Renton, WA ~ i g Logged by: BWG Approved by: Associated Earth Sciences, Inc. Project No. KE120359A I 9/6/12 --------'----------- t,;,' 1> ti o' I :j/ /Bo .. J.'tt I_,...,...-~, " I , ' , I 170 ', ' \ 1 '60., ' ' ' ' ,, ' ' ' ' \ ' ' \ ' ' ,, ' ' ' ' ' ' \ I \ \ I I I ' I I ' ' ' I I I , \ I ' > "''I' I ' I I ' I I I I ' ' ' N C, 1i' !1 i 1\ 1/ S. 23rd Street EB-9 91 (' PROPOSED PARKING I '--. EB-4 • ...... ,...._ ... ......... I 11. ' 1 ', ,, .!i'<oc 4 ';; ... .., EB-8 • l~ -..... ·<, ·-,.,' .,,<;oi,li"Jll:"c li"o / ~ '' ,::--,. ' ·, .... 44,-/ '-·-......,__ -..c._ 4111!"4 , , Gr/If '-.::.:~"'o.s-li"J,·· ~ '-EB-13 ' ... ..Jr,, SEr ft;;;, I ""':':"-, I -... '---f .. ""· 1 : / .---1 "'110.,, ~!~;\: 1 , / \ 4 "~ o.s-li"o E J I. I:: ~li"~ I t C 4-9,,_ 1 I · \ ""4 (' I --Ji • EB'12 I / , ', ',, ' 'f._ EB-14\ ... ">,. e , , '\ / -,,__ ·,, "-• ,,.. / / I I I I I I I I I I I I I I I I I ' I ' I I 1 I , "210 ' ---: ', -"""' , --\ ',, t ',,, o / ., ,, EB-10 ''' '' ', ' I , \ • ', ', -,, , ( ' ' ...... , \ ' ....... , __ ,,_ -\ ' . , , __ ' ' ' ' ' ' ', ' ' \ ',, ,~ I \ ' ', ,' ' , \ -:,I,----+-' ' --r-..:. -; ' .. 4c, LEG5ND EB• 1 e Approximate location of exploratlon boring .0 ~ .. Cl NORTH 100 I i : SCALE IN FEET ~ "' C> 200 REFERENCE: T.C.A. INC. SURVEYORS-ENGINEERS-DEVELOPMENT CONSUIJ'ANTS' "TALBOT HU.L ELEMENTARY TOPOGRAPHIC SURVEY', DATED 10/,23/95. I\) C> C> \ .. ... 0 ·{' _ ... o .. (. ~· ~'. ,j0' f FIGURE 1: SITE AND EXPLORATION PL TALBOT HILL ELEMENTARY SCHOOL RENOVATION RENTON, WASHINGTON PROJECT NO. G96095A MAY 1996 4.SI ASSOCIATEO EARTH SCIENCES, INC I I I I I I I I I I I 1----· I I I I I Number EB-1 EXPLORATION BORING LOG SEDIMENT DESCRIPTION ~ 0.. w 0 (@c:: 5~ ~5 {Moisture STANDARD PENETRATION RESISTANCE Blows/Foot Con!'"\%) 10 20 30 40 t-----------------+--+--==1---:~-;::-...:;~...:;::._-1.;;i.,,,:: Moist, gray-brown, silty SAND with gravel and occasional cobbles. (Fill) -----------------. -----------. -------------------------------. -. ------. -------- Moist, brown and gray, weathered SANDSTONE/ SILTSTONE. (Bedrock) - - - ,_ ,_ I- 1------------------'---I -10 BOH@ 10-1/2' Note: Bedding plane approximately 45 degrees to horizontal. ,_ ,_ 1--15 ,_ ,_ - -20 I- . ·=······-. - ,...... 25 - -30 - I I I 35 ... l--+--+--+--+---1 / •Y'-' -. .,F 50/4" t--+--+-+--+---1 I 'i" 50/5" Subsurface conditions depleted represent our observatlans at the time and location of this exploratory hole, modified by geotogic Interpretations. engineering analysis, and judgment They are not necessarily representative of other Umes and locaUons. We will not accept responsibility for the use or Interpretation by othe~ of Information presented on this log. Reviewed By H3' /t1 I •------------- I Associated Earth Sciences, Inc. 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 Phone: 206-827-7701 Talbot Hill Elementary School Renovations Renton, Washington Project No. G96095A EXPLORATION BORING LOG I I I Number EB-2 SEDIMENT DESCRIPTION Moist, brown, silty SAND with gravel. (Fill) Moist, gray, sandy SILT with occasional wood debris; hydrocarbon odor. (Fill) . Moist, green-gray, silty SAND with occasional gravel. (Fill) . BOH @ 15-1/2' Note: Bedding plane approximately 60 degrees to horizontal. ........................ _ 1 .................... .. ~ a. w Q I- I- I-... -5 - - - -10 I- - -20 - w ..J a. :a i'5 I I I I I I I I . . '" .. -·-........................ ..;;;;.· ........... ........ .. ........ . ! 1--25 I - -30 - - Q c:: zw ::, Ii: ~$ (!) (Molstln Con111nt,%} STANDARD PENETRATION RESISTANCE Blows/Foot 10 20 30 4 "' 10 ' 40 I -·· -i:-; ~1 I Ii 50/5", I t---+--+---+----t:,,,-,,-,,-1 ' ;?·,. 50/6" I I I I I I Subsurface conditions depicted represent our observations at the time and location of this exploratory hole, modified by geologic Interpretations, engineering analysis, and judgment They are not necesaarily representaUve of other times and locaUona. We will nol I ~ccept responsiblllty for the use or lnterpretaUon by others of Information preaented on this Jog. Reviewed By ~trs-M~I Assbciated Earth Sciences, Inc. 911 ;Fifth Avenue, Suite 100 Kirkland, Washington 98033 Phone: 206-827-7701 ' Talbot Hill Elementary School Renovations Renton, Washington Project No. G96095A I I I ·I I I I I I I I I I I I I I I I I Number EB-3 EXPLORATION BORING LOG SEDIMENT DESCRIPTION :c w I-...I 0.. 0.. w :a: 0 <( CJ;) 0 a:: zw 5~ a::~ (!) {Moisture STANDARD PENETRATION RESISTANCE Blows/Foot Content,%) 10 20 30 40 r--------------------1---+-..;.;;;=:...i--~--...,;;;;...~;;..-;;...--1 ·2..,,;· "l Moist, way, sandy GRAVEL with cobbles and trace , .... - 1,,silt. (.Fi 0 ........................................ ·--.................................................... ../ _ Moist, red-brown, silty SAND/weathered SANDSTONE. t- -5 Moist, red-brown and gray, silty SAND/weathered SANDSTONE. (Bedrock) BOH@ 11-1/2' .•. -. -·•········· ..... ········-·· ... . ... ·--·-... -. .... .. . . . .................. . ,-.. t- -10 -15 1-- i--zo . .......... ~ ......... ··-··-. ,_ ,__ 25 t- t- -30 - - I I :c 11 t----t·-.......,r--t--+--1 "2,,, . 19 l---+--'-... +---+--...+---1 I 50/0" Subsurtace conditions depicted represent our observations at the time and locatton of this exploratory hole, modffled by geologic Interpretations: engineering analysis, and judgment. They are not necessarily representativ& of other times end locations. We will not accept responsibility for the use or interpretation by others of Information presented on this log. Reviewed By fij'/z:1 I Associated Earth Sciences, Inc. 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 Dh"no• ?()R-R?7-7701 Talbot Hill Elementary School Renovations Renton, Washington Project No. G96095A EXPLORATION BORING LOG Number EB-4 J: w Co:: Zw STANDARD PENETRATION -I RESISTANCE I-a. 5~ SEDIMENT DESCRIPTION a. w :ii: o::s Blows/Foot C ;15 C!) (Moiiitura Content,%) 10 20 30 Moist, gray-brown, sandy SILT with occasional gravel. {Fill) I-I ---------------------------------------------------------------------. ---------- Moist, gray-brown, sandy SILT with occasional gravel. C"" (Lodgement Till) -I ,__5 Moist, yellow-brown, silty SAND. (Weathered Sandstone) - @ 8' moist, yellow-brown and gray, weathered t- <'CA 'II {l::io,fro~k\ I BOH@S' I-Note: Bedding plane approximately 45 degrees to ,__ 10 horizontal. ~ - I- C"" r-15 - -- t- ,--20 t----·····'" ... . .. -...... . .... ,.:.:.." .... . ..•. ·-. ---.. ·-.. ---·-·· .. . ... ···-.. - t- ' 1--25 - t- t-. t- i--30 t- - t- ,- Subsurface condiUons depicted represent our obseNalions at the time and location of this exploratory hole, modified by geologic lnterpretaUona, engineering analysfs, and Judgmenl They are not necessarily representattve of other times and locations. We will not 40 73 50/4" ~ ·----. I I I i.l I i !lo I II I I I I I I I I accept responslbttlty for the use or Interpretation by others of Information presented on this tog. Reviewed By I ~t&-M~I I Jt,ssociated Earth Sciences, Inc. 911 Fifth Avenue, Suite 100 f<irkland, Washington 98033 i;,i..~""'" ?{)t:LA?7 -77n1 Talbot Hill Elementary School Renovations Renton, Washington Proiect No. G96095A I I I I I I I I I I I I I I I I I I Number EB-5 EXPLORATION BORING LOG J: SEDIMENT DESCRIPTION I- 0.. w Cl Moist, gray-brown, silty SAND with gravel. (Fill} ,- ~ Wet, gray-brown, fine to coarse SAND with gravel and some silt. (Fill} · ,-5 1----'--'------,----------1 Moist, gray, weathered SILTSTONE with stringers of coal. (Bedrock} B0H@10' -15 ,- i---20 ··i-::-·. ,-25 ,- ,- ,-. 30 ,- ,- ,- w ...I 0.. :E ~ I .I I Co:: Zw 5~ 0:: s: C!) (Moislure Con!enl.%) STANDARD PENETRATION RESISTANCE Blows/Foot 10 20 30 40 1_µ,~. t----+-+--1---+--:c:=-11-t.-~r 63 .i. ;=---",<.ul 50/4" I Subsurface conditions depicted represent our observations at the time and location of this. exploratory hole, modified by geologic Interpretations. engineering analysis, and judgment. They are not necessartly representative of other times and locations. We wiD no~ accept responslblli\y for lhe use or Interpretation by others ol lnlorma!lon presented on Ulis log, Reviewed By \r5 Iv:/ I 1------------------ 1 Associated Earth Sciences, Inc. 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 Chnno• ?f\A-R?7-7701 Talbot Hill Elementary School Renovations Renton, Washington Proiect No. G96095A EXPLORATION BORING LOG , Number EB-6 J: w Co: STANDARD PENETRATION I-...J Zw RESISTANCE SEDIMENT DESCRIPTION D. a. 5~ w ~ c:: :s: Blows/Foot 0 (/) (!) ' (Moisture I Conlent.~~) 10 20 30 40 ' -Moist, gray-brown, sandy SILT. (Fill) I c- c- •. I I I ,I --J 1' Wet, gray-brown, gravelly SAND with some silt. (Fill) ! c-I (17.2) 20, I 1--5 ' : Moist, red-brown to light brown, weathered SILTSTONE/ c- SANDSTONE. (Bedrock) - - -I 50/1" ' BOH @9-1/2' -10 i - -- - -15 - I c- ' I -I ' c- I -20 - ' ·I·• .. .... . . . .. . . .. .. . -··-· .. . . . ~ ~-... -···-· -. .. ··--- - ; - ' -25 - c--- I i--30 I - ' I - - - Subsurface condiUons depleted represent our obseNaUons at the lime and loeatlon of this exploratory hole, modified by geologic lnterpretatJons, engineering analysis, and Judgment. They are not necessarily representative of other times and locations. We will not accept responsibility for the use or interpretation by others of Information presented on this log. ~ssociated Earth Sciences, Inc. 9~1 Fifth Avenue, Suite 100 Kirkland, Washington 98033 Phone: 206-827-7701 Reviewed By Talbot Hill Elementary School Renovations Renton, Washington ProJ~<?~ ~~-G96095A . I I I I I I I I I I I I I I I I I I I I I I I I I I Number EB-7 EXPLORATION BORING LOG ::i:: UJ Cl 0:: STANDARD PENETRATION b: ...J Zw RESISTANCE SEDIMENT DESCRIPTION Q. 5~ UJ ~ 0:: s: Blows/Foot Cl c1j <.!) (Moisture Con1ent.%} 10 20 30 40 Moist, gray-brown SILT. (Fill) - -I ~ Moist, green-gray and brown, sandy SILT with some 13 -I A, organics. (Fill) -5 I- I- I- 22 -I A, Moist, brown and red-brown, sandy SILT. -10 (Lodgement Till) - - ----------------------------------------------------------------· --------------- D~, black, thinly laminated (1116") COAL WITHIN I-I SI TSTONE. -15 50. No recovery. (Black dust on sampler) (Bedrock) 5015-. ~ I 1/2" BOH@ 16-112' I- I- - -20 ----..... :.:;:"" " ... ~ . . .... . .... . .... I- I- e-25 I- I- I- ~ -30 I- I- I- I- I Subsurfa<::e conditions depicted represent our observations at the time and location of this e)(J:lloratory hole, modified by geologic Interpretations, engineering analysis, and Judgment. They are not necessarily representative of other ttmes and locatlom.. We will not 2,,..,., I I q/ I \>(, accept responsibility for the use or Interpretation by others of information presen~ on this log. Reviewed By jT 5 /11 j •------------- Associated Earth Sciences, Inc. I 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 Chnno• ?ORSl?7-7701 Talbot Hill Elementary School Renovations Renton, Washington Project No. G96095A l I I ! Number EB-8 EXPLORATION BORING LOG ' ::i::: w Cl 0:: STANDARD PENETRATION I t ...J zw RESISTANCE SEDIMENT DESCRIPTION a. 5~ w ~ o::s Blows/Foot Cl Cl) (!) l (Moisture Content.%) 10 20 30 40 I Moist, yellow-brown SILT. (Fill) I- I I-I I Moist, gray-brown, gravelly SAND with some silt. (Fill) I-I I ~ I 48 I ... I ,__ 5 (15.7) I -! Moist, littgray, weathered SANDSTONE/SILTSTONE. 50/5" (Bedroc ) -I I I - I B0H@8' ' ~10 I - - - I- 1--15 I- ~ I- I- ,__ 20 I- .•. ·i.::,. .. · ... , .... , .... ........ ' ..... ' ....... - - -25 - ~ I- I- ,__ 30 I- I- I- I- I I I I I I I I I I I I I I I I I Subsurface conditions depicted represent our observations at the time and location of this exploratory hole, modffled by geologic Interpretations, engineering analysis, and Judgment' They are not necessarily representative of other times and locations. We will not accept responsibility for the use or Interpretation by others of Information presented on this log. -• IT.flt?! I ~ssociated Earth Sciences, Inc. 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 PhnnQ· ?Ofi-f\?7-7701 ! Reviewed By Talbot Hill Elementary School Renovations Renton, Washington Project No. G96095A I I I I I I I I I I I I I I I I I Number EB-9 EXPLORATION BORING LOG :c w 0 0::: STANDARD PENETRATION I-_J 5w RESISTANCE SEDIMENT DESCRIPTION Cl. Cl. o\;: w ~ a::~ Blows/Foot Q (/J Cl (Moisture Content..%) 10 20 30 40 -Moist, dark brown, silty SAND with gravel and pieces of -I asphalt (Fill) .... Moist, brown, sandy SILT with wood and charcoal pieces. ~ I s. (Fill) ,....... 5 - . ---. ------·-. ---------------. ------------------------------. ---------. --------'- i"" Moist, brown-gray, sandy SILT. (Lodgement Till) 25 i"" A 10 I Moist, red-brown, silty SAND. .... .... Red-brown, weathered SANDSTONE. t-- -50/3" :c BOH@ 14-1/2' -15 -- c- c- ,....... 20 .... ··-· -- t=,:"'. - - ,--25 i"" .... .... ~ ,--30 c- - ,- ,... I Subsurface conditions depicted represent our observations at the time and loc:atlon of this exploraloiy hole, modified by geologic: Interpretations, engineering analysis, and Judgment They are not necessarily representattve of other times and locations. We wm not accept responsibilitf for the use or interpretation by others of Information presented on this log. Reviewed By jT 5 fr// 1------------------ I Associated Earth Sciences, Inc. 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 '"'L---· '>na O'l7_7701 Talbot Hill Elementary· School Renovations Renton, Washington Proiect No. G96095A EXPLORATION BORING LOG I I I I I Number EB-10 SEDIMENT DESCRIPTION --------------------------------------------------· --------------------. -------. Moist, gray-brown and red-brown, silty SAND. (Weathered Bedrock) Saturated, very soft zone from 5-1/2' to 6'. --- ii: w 0 --s -- Oo:: ~· Zw a. 5~ I ffi 5 I I (Moisture Content,%} SL WO (21.2) STANDARD PENETRATION RESISTANCE Blows/Foot 10 20 13 • 30 40 50/5 I 1/2" ' I BOH@7' -I i - WO = while drilling -10 - - - - -15 - - -- t--20 -=·. - - -25 ---- -30 - - - - Subsurface conditions depicted represent our observations at the time and location of this exploratory hole, modified by geologic Interpretations, engineering analysis, and JudgmenL They are not necessarily representative of other times and locations. We wm not accept responslbltify for the use or Interpretation by others of lnfonnatlon presented on this log. Associated Earth Sciences, Inc. 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 Phnn1:>· ?OR-R?7-7701 Reviewed By Talbot Hill Elementary School Renovations Renton, Washington Project No. G96095A I I I I I I I I I I I I I I I I I I I I I I I I Number EB-11 EXPLORATION BORING LOG J: l:i: SEDIMENT DESCRIPTION w Cl .. lOP~OlU .•..•. -·-···--·········-··-·--·-·····-············-········-········--·--··--·--···--········ Wet, gray-brown, sandy SILT. (Fill) ,_ Moist, light gray, weathered SANDSTONE/SILTSTONE.L 1- /Bedrock) _ B0H@3' Note: Seepage into boring at 1-1/2'. ....... 5 I- ..... - I- i---10 I- I- I- I- ....... 15 ,__ I- I- I- >---20 I- ....... 1=·-. ·-·· I- ,__ -25 I- 1-- 1-- - >---30 - - - - w Ca: Zw ..J 5~ D. :a a:3: ~ (!) (Moisture Content,%) I (11.6) STANDARD PENETRATION RESISTANCE Blows/Foot 10 20 30 40 50/5 1/2" ' ··--··. '-•• --·----, .. , .. Subsurface condlUons depleted represent our obseNations at the time and location of this exploratory hole, modified by geologic lnterpretaUons. engineering analysis, and judgment. They are not necessarily representaUve of other times and locations. We will not accept responsibility for the use or lnterpretaHon by others of lnfonnation presented on !his log. Reviewed By \T 5 /t,z I Associated Earth Sciences, Inc. 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 Ohnno• ?OR..~?7-7701 Talbot Hill Elementary School Renovations Renton, Washington Proj~<?~ ~~. G96095A Number EB-12 EXPLORATION BORING LOG i SEDIMENT DESCRIPTION .n opsaJD •••••••••••••• ··-· •• ··----··-·· -·-······--·-------·-·· ••• -···-·-•. Wet, gray-brown, sandy SILT. (Fill) ,_ - - - ~ c.. w Cl Moist, red-brown and gray-brown, weathered SANDSTONE/SILTSTONE. (Bedrock) ,-. 5 1----------'------'-------I BOH @5-1/2' - ,-. 10 ,- - -15 - - - - -20 - ... '"'~·· ,_ t- t--25 ~ - - - ,-. 30 - ,_ -- ,- LU Cl a::: zw .J :::,~ c.. I a?s Cl {Moisture Content,%) I (23.1) SL WO I .... STANDARD PENETRATION RESISTANCE Blows/Foot 10 20 30 40 50/5 1/2" • .. . --. ·--.. , Subsurface conditions depleted represent our observations at \he time and location of this exploratory hole, modified by geologic Interpretations, englneerfng analysis, and Judgment. They are not necessarily representative of other times and locattons. We wm not accept responslblll1y for the use or lnterpretaUon by others of Information presented on this log. Associated Earth Sciences, Inc. ; 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 ·. Phone: 206-827-7701 Reviewed By Talbot Hill Elementary School Renovations Renton, Washington ~roJ~~~ ~~-G96095A I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Number EB-13 EXPLORATION BORING LOG SEDIMENT DESCRIPTION w Co:: STANDARD PENETRATION J: zw I-..J 5~ RESISTANCE 0.. 0.. w :a= 0:: s: Blows/Foot C c75 (!) (Moisture 10 20 30 40 Conlan!,%) I"" I UOPSOJ,~ ••••••••••••.•••••••••••••••••••..••.•.•••••••••••••••••••••••••••••• Moist, brown, silty SAND with some gravel. (Fill) I"" -------------• --------------------------• ---• -----• ------------H --"• • ••• •••• -< Moist, gray-brown and red-brown, sandy SILT with '"" some gravel. (Lodgement Till) ,-5014" ·I 1--------------------1--5 B0H@5' - - -10 - -15 - - - I"'"""' - - -25 r- ....-30 - - r- Subsurface conditions depicted represent our observations at the time and location of this exploratory hole, modified by geotogte interpretations, engineering analysis, and judgment They are not necessarily representative of other times and locations. We wlU not acoept respons!bllily for the use or Interpretation by others of lnfonnatlon presented on this log. Reviewed By )t.f lJ? I Associated Earth Sciences, Inc. 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 Dhnn,:,· ?nR-R?7-7701 Talbot Hill Elementary School Renovations Renton, Washington Project No. G96095A EXPLORATION BORING LOG Number EB-14 w C 0:: STANDARD PENETRATION i= Zw ....I 5~ RESISTANCE SEDIMENT DESCRIPTION a. a. w I 0:: s: Blows/Foot C C) (Moisture 10 Content,%) 20 30 40 JOJl~l!llc •••.•••••••••••••••••••••••••.••••••••••••••••••.••••••••••••••••. •••· - Moist, gray-brown, silty SAND and sandy SILT with - pieces of gray sandstone/siltstone. {Fill) - 15 -I " (16.0) -5 ----------·------------------------------------------------------------------------ 14 Moist, gray and gray-brown, sandy SILT. (Lodgement I-I " Till) 1--10 (18.5) I- - -' 50/6" -I ' B0H@14' -15 - ~ r r I I i--20 -..... T. -. .. . ,,., .. ...•... . .. I r - -25 - - - I- i--30 I- I- - - Subsurface condiUons depicted represent our observations at the time and location of this exploratory hole, modified by geologic lnte,pretaUona, engineering analysis, and Judgment. They are not necessarily representative of other times and locations. We will not accept responslblllty for the use or Interpretation by others of Information presented on this log. Reviewed By Associated Earth Sciences, Inc. 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 PhnnA· ?nR-A27-7701 Talbot Hill Elementary School Renovations Renton, Washington Project No. G96095A I I I I I I I I I I I I I I I I I \ \ \ \ \ \ \ "' 'a \ \ \ \ 360 ----------------------\ \ I I I I I I I I I I ... -• D -I \ I -I \ I \ \ I \ \ \ \ \ \ \ \ \ EB-2 EB-3' \ \ I t--~ \ \ I I EB-~ I EB-4 I L ~--1-.__ D \ \ \ \ \ \ COVERED PLAY STRUCTURE, \ I I I I \ \ I \ \ \ \ NORTH I I I \ \ \ \ \ \ \ \ SOUTH -l115TH - STREET SCHOOL BUILDING I I EB-4 e I LEGEND Approximate localfon ol exploraUon boring ----\ 0 80 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ~ ,, I I ~,~ I ~ I I 160 I 17 _______________ 1 _________ s:c:ale:_:ln_:Fe:e::_I _____ --I I LAKERIDGE ELEMENTARY SCHOOL 7400 SOUTH 115TH STREET RENTON, WASHINGTON ASSOCIATED I EARTH SCIENCES, INC i------r---~----l I 9104·21G April 1991 Figure 2 I I I I I I· I I I I I I I I I I I I I EXPLORATION BORING LOG EB-1A :c :c w Qa: STMl>ARO PENERATION RESISTANCE '~ ... Ul ... ..I !w < (.J SEDIMENT DESCRIPTION II. a. Blows/Foot Ul ::e 0~ a: ::, w Cl Q < a: li: 10 20 30 Ul Cl 40 4" -'1 Moist, brown, grey, tan and black, mottled, oxidized, organic, silty ,_ I sand to sandy silt. (Fill) .... ... I- .__ 5 I I-t. .... ... I ... .... ------10 I Wet, brown and grey, mottled, ' silty sand with gravels. (Fill) .... -Rock in driveshoe at sample .... interval 10-11!. .... --------------------1s 'v Moist, brown-grey, slightly oxidiz-1 wn ed, silty, fine to coarse sand with .... I gravels. (Lodgement Till) .... .... BOH 16:t .... 1--·20 .... B = sampler bouncing on rock .... WD = While drilling .... .... ...._ .... .... .... * Samples taken using a Dames & .... Moore Sampler with a 300 lb hammer. -SPT blow couflts·., were converted from the Dames & Moore blow counts. L... -.... - Subsurface condilions depicted rep,esent au observations at the time and location of thla exploratory hole, modified Ill' geologic lnte<pretalion, engineo, iug analysis, and judgment. They are not necessarily representative of other -and locations. We wlB not accept responslbiRty fo, the use or inte<pretatlon b>j others of infonnation presented'on this log. Lakeridge Elementary School 9104-21G April 24, 1991 7400 S 115th Street Renton, Washington AE ASSOCIATED EARTH SCIENCES1 INC 5 5 O+ B O+ I EXPLORATION BORING LOG EB-2A ' ' :r: :r: w Ca: STANDARD PENERATION RESISTANCE * ... ~ t,-... !w Ii SEDIMENT DESCRIPTION .. a. Blows/Foot gi w ::E O!i C < ~3: ' "' 10 20 30 40 A" -. , I Moist, brown, tan and black, mottled, '- I I organic, silty, fine to coarse sand '-A (Fill) '-? _!_ ------------------1,.-5 I .... I WD A Moist, brown oxidized, becoming less ' oxidized with depth, silty, fine .... I to coarse sand with gravels. Gravel I-I A I content increasing with depth. ~ I (Lodgement Till) -10 I I -I .... I -' BOH 11! ' - I - WD = While drilling '--15 I '- '- i ... I I- ' ,__ I '- I-I I I- I ,_ ,__ I ,_ I L.. .... ' I ,_ I ....... '- I * Samples taken using a Dames & .... I Moore Sampler with a 300 lb hammer. .... I SPT blow counts were converted .... . 10 rrom It'.'he ~'Dames ':&: 'M6etefll:JJ6i~·ccounts. Subsurface condiliona depicted repn,sent ow observations at the time and location of this eilplorato,y hole, modified bv geologic lntl!fJ)fetation, engineering analysis, and JudgmenL They are not necOSGarily representative of other times and looations. We wru not a.keep! responslbllity for lhe use or Interpretation by others of Information presented on this log. · I . ' 1 Lakeridge Elementary School 9104-21G April 24, 1991 , 7400 S. 115th Street !Renton, Washington I Ai ASSOCIATED EARTH SCIENCES, INC I I I I I I I Ii I I. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I EXPLORATION BORING LOG EB-3A :c :c w Qa: STAt«>ARO PENERATlON RESISTANCE 0. "' ... ... §w (J 0. < "' SEDIMENT DESCRIPTION .. :; 0~ Blows/Foot a: :, w < (!J C a: ll: 10 20 30 "' (!J 40 4" Ton°oil Moist, brown, tan and black,mottled, .... I A organic, silty, fine to coarse sand .... with gravels. (Fill) ,_ -5 I .. ,_ '7 ,_ --· ... -t--------------I wb Wet, brown and tan, oxidized, .... • mottled, silty sand with gravels. - ---·-.CTiJJl. -----------10 -I Moist, brown, oxidized, gravelly, -silty, fine to coarse sand. Becom-B ing gravelier with depth. ,_ Rock in driveshoe at 12!-14'-limited -I sample return (Lodgement Till) ,_ • B ---15 I ,_ ,_ B BOH 16} --.... B = sampler bouncing on rock -WD = While drilling "--20 --.... .... .... ,.._ ,_ .... ,_ ,_ ~~ Samples taken using a Dames & -Moore Sampler with a 300 lb hammer '- SPT blow counts were converted ,_ from the Dames & Moore blow counts .... '-.. Subsurface conditions depicted n,present our observations al the time and location of this exploralal)' hole, modified ...,. geologic interpretation, e11ginee,ing analysis, ·anr1 judgment. They .., not necessarily reptesenlative of other limes and locations. We wil not accept responsibility for the use or lnterpretallon b'f others of Information presented on this log. Lakeridge Elementary School 9104-21G April 24, 1991 7400 S 115th Street Renton, Washington & ASSOCIATED . EARTH SCIENCES, INC .. 50· A 50 .4 50· .--.----------------------------------------.. I -~ --- EXPLORATION BORING LOG EB-4A SEDIMENT DESCRIPTION Moist to wet, brown, mottled, silty,'- fine to coarse sand with organics. - (Fill)· -- :: ~ Q Moist, brown, oxidized, silty, fine _ 5 to coarse sand. (Fill) ---------------· Moist, brown, gravelly, silty, fine _ to coarse sand. (Lod<>ement Till) BOH 9' WD = While drilling - - w ... a. :15 . <C "' I I~ I STAfl>ARO PENERATION RESISTANCE * Blows/Foot 10 20 30 40 ... I I I I I I sl - -15 t---+----+---+----1----1 I .. i~ Samples taken using a Dames & Moore Sampler with a 300 lb hammer. SPT blow counts were converted from the Dames & Moore blow counts. I •• • ... • • ·'-••• --... I... .... ..... ..... --- -- ------ I • Subsurface condition& depicted represent our -lions at the time and location of lhls exploratory hole, modified l,v geologic Interpretation, engineering analysis, and judgment. They me not necessarily representative of other limes and locations. We wlU not accept responsibility for the use or Interpretation l,v others of information presented on this log. · ' I I I I I I I I I 1 1 . Lakeridge Elementary School , 7400 S 115th Street l--9l_0_4_-2_1_a __ __._A_p_ri_1_2_4_, _1_9-91-'-------l • I Renton, Washington I ASSOCIATED . EARTH SCIENCES, INC I I I I I I I I I I I I I I I ii I I I I I I NORTH .c: .... ::s 0 f/'J Cl) ::s t: ~ c:( .c: -q, .... I I I •, I I \ \ \ I I \ \ ' ' ' I I I I I I I I I I I I I I I I I I I I I ' I South 114th Street "'"' ~:.:--..,;r_ -'= ~ ------.a""' :,'c I -\--<.:s·>>.~\:\ I l ' ~ I 'o I "> I I I I ~ ., I I I I ' \ ' ' \ \ - EB-10 • EB-9 • ,,,,,. \\ ', ,,,,\ \\ .... '-... \ \ '. \ \ \ \ Grass Play Field ------~ \,,,, ~ \\ ' I\ ' ee-s' ' 1 \ \ \ . 9 t I l ·\ ' '\\\\\ \\ \ \ I I \ \ \ I \ I \ \ ' \ I ' \ \ \ \ I \ \ \ \ \: \ I I l \ \ \ \ .\ / \\\\\\\ I,,\.\\\ I \','',·\,, \ \ \ \ \ \ ', \ \ \ \ . \ \ \ \ \ \ \ \ \ \ \ ,, ',\.,\,,, ,,,,,,, ,,,,,,, I I I I -------.-ee-7-------' ', ', \ ', \ \ \ ',,,,,,,' ,,,,,,,., \ \ ' \ \ , I ' I I I EB-11 I I I I I I I r I I I I ----. ----- r • EXISTING BUILOING ,, ,,,,, Grass Play Area , ' ',',,, \, , \ ' \ \ \ \ . -.r, ., ..... £, \ ', ' ' \ \ ' \ \ ., "~ y \ \ \ \ \ \ \ \ ' \ \ \ r, .J. ' ' ' ' ' ' ' ' ' ' . \ ' \ \ \ ' \ \ \ ~•''-''"'"-~-"-. -EB-2A EB-' 3'A\ , , ' ' , , , , , ., '.' ' , .... \ \ \ ,,, \ ' ....... a .. , , , ,, .,,. , t.?~ I I .. eoVered A/C easkeibaD Area • o .... ', \ ,\ \' ,, \\'\'\\ EB ,,, ,,, \ •, ~ -1A• ,, ,,\'''\'• ,•\'''',''•,\ I \\\\\\\\\\\\ ';:::,::,:a I \ \ \ \ \ \ \ \ \ '\"' ,'\,,,,,,,, P: D ,,,,,,,,,,, 0 WoodChlp ', •\,\\ \,\, Play Area ', \' , ' \ \ \\ , \ \ \ ,\\,\ \\ \ ,,,, ,\,,,, \ \ \ \ \ \ \ \ \ \• • EB-5 EB-41 e ,,,,,,,, \ ,',',',",,\\. \ ,,,,,"'\ I \\",,,,I"' ,._,,,\'tS"o ,,,,,,, ' \ \ \. \ \ \ \ \ I South 115th Street I _.,1 , , m\:<<<.' I ' \ \ \ ' ' I I I I ' I I ' I I I I Asphalt ' I I / ' I I I EB-2 • EB-3 ---· \ ' ! \ '' \. ~ \ \ \' ' '~ \ \\·\ _ _ ·1 -._S-_ .... _--:_S __ ....... _ -_-_ .... 8...,2 ~1!\ill_ l_:+"'~o --------------I I I I I ----------·---------- __ ... t ---::----.:J;,,. ---_ --0 ~ ~19 "' South 116th Street -'2 ! Q. e a. -:S :::s ~ (I) ::s ~ c:( :S (0 .... 0 FIGURE 1: SITE AND EXPLORATION PLAN LEGEND EB-1 e Approximate location of exploration boring for current study EB-1 A • Approximate location of· explorallon boring for previous study 100 2QO SCALE IN FEET LAKERIDGE ELEMENTARY SCHOOL RENTON, WASHINGTON PROJECT NO. G9~010A FEBRUARY 1993 J.i! SI ASSOCIATED C EARTH SCIENCES, INC ,----------------·-- I I I I I I I I I I I I I I I I I I I EXPLORATION BORING LOG EB-1 :r:: w ccc STAN>ARO PENERATION RESISTANCE ... ...J sw SEDIMENT DESCRIPTION .. .. Blows/Foot w ::E o!;;: Q < !;: 10 20 30 40 en -3" Topsoil. .... .... Moist, brown, slightly silty to silty, fine I .. to medium sand with gravels. Becoming ... unsorted, silty, fine to coarse sand with .... gravels. Oxidized to 6!'. (Lodgement Till) -5. . I ... 81 .. ... .... I 83/7" ,. BOH@ 9' -10 B = sampler bouncing ---.... -... ... ... ... -.... .... .... ... -,_ ... ... .... ' -... ... ... ' ... $ubsurface c,on<litions depicted represent our observations at the time and location of this explorato,y hole, modified 171 geologic lnlerpretalion,. engineering analysis, and judgment. They are not necessarily repreun!ri"e of o1fter limes and locations. We wm not accept responslbllity for the use or lntetpn,tatlon 171 other.i, of Information presented on this log. · · G93010A 1/18/93 Lakeridge Elementary School South 115th Street Ai ASSOCIATED . Seattle, Washington EARTH SCIENCES, INC B I EXPLORATION BORING LOG EB-2 I I w ca: :i: STANDARD PEtERATION RESISTANCE I ... .., $W SEDIMENT DESCRIPTION ... Blows/Foot I ... :; 0~ w I C <C ~ll: I "' 10 20 30 40 '"-i 4 11 -6" Asphalt ,_ Moist, brown becoming gray, unsorted, silty, ,_ fine to coarse sand with·gravels. Slightly ,_ I 52/6" bxidized at sample interval 5'-6!'. (Lodgement Till) ,_ I -s l i ,_ 94/ at" l:lOH@ 6!' ,_ I - I ,_ i I t--10 I ,_ I ,_ I I ,_ I ,... i -! ,- I ... I I ... I - I - ! - I ,... I ,_ I ,_ I I ,__ I ,_ I ,- I ,_ I ,_ I ' I -I ,... I .... I ... I ' ... I Subsiriace conditicns depicted represent our observatlomo at the time and locaticn of this exploratory hole, modified !Pf geologic Interpretation, engiueera,g analysls, and judgment. They are not necessarily repree~tive of other times and locations. We wiD not accept responslbllity for the use or Interpretation !Pf others of Information presented on lhls log. · ' I I G93010A 1/18/93 I Lakeridge Elementary School I South 115th Street I & ASSOCIATED . I Seattle, Washington EARTH I SCIENCES, INC I I I • • I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I •• I EXPLORATION BORING LOG EB-3 : w Qcc STANDARD PENERATlON RESISTANCE ~ ... §w SEDIMENT DESCRIPTION Cl. Blows/Foot Cl. ::; 0~ w Q <( ffi;: 10 20 30 40 "' -3" Asphalt - Moist, brown, slightly silty to silty, fine .... to medium sand becoming silty, fine to "-I coarse sand with gravels. (Fill) • - -s Moist, brown, unsorted, silty, fine to coarse -50/ 4",, sand with gravels. (Lodgement Till) I BOH@ 8' - -10 "- I- I- '- '- I- I- , - '- I-- '- "- -----... ... ' - '- I- '- - Subsurface conditions depicted represent our observations at 1he time and location of this exploratory hole, modified by geologic interpn,tatlon, engineering analysis, and judgment. They an, not necessarily repre"-""!"tive of -limes and locations. We wiD not accept responsibility for !he use or interpretation by o1hers of Information presented on this tog. · G93010A 1/18/93 Lakeridge Elementary School South 115th Street & ASSOCIATED . Seattle, Washington EARTH SCIENCES1 INC ' I EXPLORATION BORING LOG EB-4 I I :i: w Qa: STANDARD PENERATION RESISTANCE ... ..I sw SEDIMENT DESCRIPTION a. a. Blows/Foot w :I! o!i; Q < ~3: 10 20 30 40 "' -!-" Asphalt - Moist, tan to brown to dark brown, oxidized, -'mottled, clayey, silty to slightly silty, fim -I • ',to medium sand with scattered gravels. (Fill) ' ' ' -s ~oist, brown, unsorted, silty, fine to coarse sand with gravels. (Lodgement Till) --I I ' -' • BOH @ 9 1 -10 ' : ,... ... ... I- ,__ -I I I- I i ... I -I I -I I - i - I - I ------ ' I -- ' I-I I I- I ' I-' ' ' SUbsurfac:e conditions depicted represent ""' observations at the time and loc:ation of 1111& exploratory hole, modified by geologlc Interpretation, engineering analysis, and judgment. They are not necessarily repreeamatlve of other times and locations. We wiU not acce,,t responslbBity for the use or Int-elation by others of Information presented an this log. . ' I G93010A 1/18/93 ' I Lakeridge Elementary ' School I South 115th Street I AE I Seattle, Washington ASSOCIATED . I I EARTH I SCIENCES, INC ' I I I ' I I I I I I I , I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I EXPLORATION BORING LOG EB-s· :c w C CZ: STAl«>ARD PENERATlON RESISTANCE ~ .., sw SEDIMENT DESCRIPTION a. a. Blows/Foot w :I! 0~ C (( !a :ll: 10 20 <II 30 40 -4" Asphalt. ,_ Moist to wet, brown and tan, mottled, silty, fine to coarse sand with gravels. (Fill) .... -I • Moist, brown, unsorted, silty, fine to coarse -5 sand with gravels. (Lodgement Till) -... I 53/6" • BOH@ 8' ,_ --' 10 .... --.... -,_ .... .... .... ---.... ,_ ,-- .... .... -- I 1-- ,_ --- Subsmfai,e conditions depicted represent our observations al !he time and location of this exploratory hole, modified by geologic interpretation, engineering ...iysJs, and judgment. They are not necessarily repreuntallve of other limes and locations. We wiU not accept responslbillty for the use or Interpretation by olhen> of infotmatlon presented on this log. G93010A 1/18/93 Lakeridge·Elementary School South 115th Street A! ASSOCIATED . Seattle, Washington EARTH SCIENCES1 INC ' I EXPLORATION BORING LOG EB-6 I ' I :c .. Qa: STMDARO PEIERATION RESISTANCE ... ..., sw I SEDIMENT DESCRIPTION ... Blows/Foot ... :I! 0~ I .. Q < ~;: 10 20 30 40 U) ~ 6" Cedar chips. I- Moist to wet, brown, oxidized, mottled, I- silty, fine to medium sand with minor ... I • organics. (Fill) ' .... I ,-5 I I- I Moist, brown-gray, unsorted, silty, fine to I 68 -coarse sand with eravels. (Lodeement Till) i BOH @ 9' -10 I -I I - I -i I - I I - I - I -I I ... -I I -I I- I I- i I I- I ... I I -' I .... I I - I -I ' - ' ' I -I -I I -i -I I -I ' Subsurface conditions depicted represent Ola' observations al the time and location of this explorato,y hole, modified by geologic lnt"fl'reladon, engineering analysis, and judgment. They are not necessarily repreantalive of other times and locations. We wiD not BCCepl responsibtfaty for the U&e or interpretation by olhen, Of information presented On this log. . I I G93010A 1/18/93 I Lakeridge Elementary School South 115th Street Seattle, Washington Ai ASSOCIATED . EARTH SCIENCES, INC • I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I EXPLORATION BORING LOG EB-7 • w oa: STAtEARO PENERATION RESISTANCE I-.J §w SEDIMENT DESCRIPTION a.; Blows/Foot a. ::;; 0~ w 0 < a: 1= 10 20 30 40 UI Cl -3" Topsoil. ... Moist, brown, oxidized, mottled, silty, fine ... to coarse sand with gravels. (Fill) ... I • ... 1-, 5 Moist, brown, unsorted, silty, fine to coarse sand with gravels. (Lodgement Till) .... .... I 62/6" BOH@ 8' ... B; sampler bouncing (rock in driveshoe) 1--10 ... ... .... ... -... ... ... ... ..._ ... .... ... ... -.... '- .... ... l ----... Subsurface conditions depicted represent our observations at lhe time and location of this exploratory hcile, modified b>f geologic Interpretation, engineering analysis, and judgment. They me not necessarily "'PfM""!Dlive of other times and locations. We wiD not accept respons,bility for the use or lnlOIJ>"'latlon ~ others of information presented on this tog. · G93010A 1/18/93 Lakeridge Elementary School South 115th Street Ai ASSOCIATED . Seattle, Washington EARTH SCIENCES1 INC B • I EXPLORATION BORING LOG EB-8 I I I :c w ca: STAtflARO PEHERATION RESISTANCE ;-..I !w SEDIMENT DESCRIPTION CL Blows/Foot CL :; O\i i w 0 <t !; .: 10 20 30 40 i "' ---3" Topsoil. I .... I Moist becoming wet with depth, brown, .... oxidized, mottled.in areas, clayey, silty to .... I .. slightly silty, fine to medium sand with -gravels and minor organics. (Fill) -s I I - I -I I .. I -I ' -I I I -10 I -' Mbist, brown, unsorted, silty, fine to coarse ... I 50/6' ' l :sand with graavels. (Lodgement Till) r .... -BOH@ 13!' .... I I ..... I : .... ! .... I I -I I - I - I - I -I I -I -I I -I I - I -: ' I - I ... ' I - I .... I ... I ' Subsurface conditions depicted represent our observations at the time and location of this exploratory hale, modified by geologic inte,pretaliOII, engineering analysis, and judgment. They are not necessarily repreeffltatlve of other times and locatlcns. We wm not accept responsibility for the use or lnterp,etatlon by others of lnfonnadon·presented on this log. · I I G93010A 1/18/93 I I ' I Lakeridge Elementary School I South 115th Street AE ASSOCIATED -I I Seattle, Washington EARTH ' I SCIENCES, INC I I ' I I I I I I I I I I I I I I I I I I I ~--- I I I I I I I I I I I I I I I I I I I EXPLORATION BORING LOG EB-9 :z: w CCC STAAl>ARD PEl'ERATION RESISTANCE I-... §w SEOIMENT DESCRIPTION a. Blows/Foot a. ::E Oit w C < ffi i= 10 20 30 40 1/l r--411 Topsoil. -' Moist, brown, oxidized, silty, fine to .... medium sand becoming silty, fine to coarse .... I sand. (Fill) '- -s --------- Moist, brown, unsorted, silty, fine to -I coarse sand with gravels. Containing -93 coal bits. (Lodgement Till) i- --10 .... I-... I 57 /9 11 BOH@ 13t' .... i-15 ----------I- --- ' ----- Subsurface conditions depicted represent our observations at the lime and location of this exploratory hole, modified by geologic. lnteq,retation, engw,eering analysis, and judgment. They are not necesarily repn,:amatlve of other limes and locations. We wiD not aecept responsibility for the use or interpretation by othenl of information presented on this log. · G93010A 1/18/93 Lakeridge Elementary School South 115th Street ~ ASSOCIATED . Seattle, Washington EARTH SCIENCES, INC • • I EXPLORATION BORING LOG EB-10 I I I w oa: :c STMDARO PEtERAllON RESISTANCE I t-... sw I SEDIMENT DESCRIPTION Cl. Cl. Blows/Foot w ::; 0 !:i ! 0 <( !§ 11:: 10 I .. 20 30 40 --:-3" Topsoil. ,_ ' Moist, brown, oxidized, silty, fine to ,_ ' (Fill) I medium sand. ,_ .. ' L.. I -5 Moist, brown, unsorted, silty, fine to -I sand with gravels. (Lodgement Till) coarse ! - I -I 77/9 11 ' I I BOH @ 9' -10 ' ' -I I -I - · 1 -I I - ! -I I - I -I I - I - \ c.. I ,_ I I ,_ ,_ I I ,__ I I L.. I ,_ ' L.. I ,_ I I ,__ I I ,_ I I -. -I - ' Subsurface conditions depicted represent our observations at the time and location of this exploratory hole, modified by geologic lnte,pretation, engineering analysis, and juclgmenL They are not necessally repre,:ffllative of other times and locations. We wiD not accept responsibility for the use or Interpretation by others of Information presented on this log. · I I I G93010A 1/18/93 I I Lakeridge Elementary School l South 115th Street ~ ASSOCIATED . I Seattle, Washington I EARTH I SCIENCES, INC I I I I I I I I I •• I I I I I I I I I I I I I r----- EXPLORATION BORING LOG EB-11 :: w occ STAKIARD PENERATION RESISTANCE .... .., sw SEDIMENT DESCRIPTION a. a. Blows/Foot w :Ii 0 ti: Q ~ cc 3: . 10 20 30 40 Cl I I I I I I I I I I I I I I I I I I I ,-. 4" Top soi 1. - Moist, brown, oxidized, silty, organic, - fine to medium sand. (Fill) -I • - i--5 Moist, brown-gray, unsorted, silty, fine -to coarse sand with gravels. (Lodgement Till --I 92/8' • BOH@ 9' i--10 - ------- L- I-- L----- L... - L... L- I ---- - -- Subsurface conditions depicted represent our observations at the lime and location of this explotatory hole, modified l7f geologic Interpretation, engineering analysis, and judgment. They are not necessarily repn,c,,ntative of other limes and locations. We wiD nol accept responsibility for lhe use or Interpretation l'I' othe<s of Information presented on ttis log. · G93010A 1/18/93 Lakeridge Elementary School South 115th Street ~ ASSOCIATED . Seattle, Washington EARTH SCIENCES, INC \ \ I \ \ I \ \ \ \ \ I \ Wood Chip \ I \ \ I \ Play Area \ \ \ \ \ Covered \ \ \ A/C Basketball \ I \ Court \ I (To Remain) I .. \ I ... \ I \ \ I \ r..,_ _r7---;iEB-12A,B,C \ \ \ \ I \ I \ I 1 Proposed BuDdlng ' \ \ Wood \ \ I \ Chip \ \ Play I I \ Area \ \ L \ \ \ \ EB-13e , \ 1, \ \ \ \ ' \ \ \ ~ \ \ \ i \ .. EB-14e \ \ Existing Bulldlng \ \ I \._........\ ~ -..r ,_....., _:;;;, .. r, ! L,_ r-1 ' \ ' I \ _ _r \ \ \ \ \ ' \ \ \ \ ... .. 0 LEGEND EB-14 e Approximate locallon of explorallon boring NORTH 0 40. 80 SCALE IN FEET ADDITIONAL EXPLORATION MAP ' i LAKERIDGE ELEMENTARY SCHOOL RENTON, WASHINGTON I I G93010A ASSOCIATED EARTH SCIENCES, INC 3/94 FIGURE 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Number EB-12 EXPLORATION BORING LOG ~ ~ ~C! STANDARD PENETRATION RESISTANCE SEDIMENT DESCRIPTION a. ::,~ w ::E Blows/Foot a ;;; ~3!: (!) 10 20 30 ,- Wet, dork brown to brown, silty, flne to medium I- SAND wlfh trace grovel. (FIIIJ I- - 1--2.5 [ -,.2 --- .--5.0 [ -_.14 ,- ,- ,- 7.5 [ I-44 ... I- Moist, light brown tog~ wtfh orange mottling, silty, r fine to medlum SAND · some grovel. (Lodgement TIii. weathered In upper 1 to 2 feet) - .--10.0 [ -,_ BOH@ l 1· 1/2' ,- ,-. 12.5 --- I- - - - -- ~bsUrface condlllons depicted reprasent our obselVCllfons at the time and locollon ot this e,plototory hole, modll!ed by geologic lnterpretattom, engheertng a,olysls, end Judgment. They ore not nece,sor!ly representattve ol o1her flmes end loca11ons. We will not 40 +50 . accept responslbDlty lorlhe use or lnterprelotlon by othenl of lnlormotton presented on tt,~ Jog, Reviewed By ... I --" Associated Earth Sciences, Inc. 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 Phone: 206-827-7701 r-_,h l"\t'\L Ot"\"7 CA'°'A Lakeridge Elementary School Renton, Washington Project No. G93010A March 1994 I I I I I I I I I I I I I I ' I I I Number EB-13 EXPLORATION BORING LOG ~ 2o: STANDARD PENETRATION ::c RESISTANCE SEDIMENT DESCRIPTION l:i: a. 5~ w ;;E Blows/Foot Cl ~ ij 3: 10 20 30 40 - I- I- I- -2.5 I I- ... 3 Moist to wet, brown to light brown. silty. fine to I- medium SAND with trace grovel. (All) I-- -5.0 [ I-.._4 I-i I- ----------------------·--· --.. ------. -----. --· ·-----------------------. ----------I- >---7.5 Moist to damp, gray. slHy, fine lo medium SAND with I some gravel. (lodgement TIii) I-50/6' - I- B0H@9' >---10.0 Note: Minor seepage at 7'. I- I- I- I- -12.5 I- I- I- I- - - --- ' I I I I I I I I I I I I I I I I , SUb5urfaee condlt1oN depicted represent our observalfons at 1he flme and locatrcn or this exploratory hole, modllled by geologlc I , Interpretations, englneenng onolytls, and Judgment, They ore not necessonly representotl\/e ol o1her flmes and locollons. We will not \ 1 accept responslblllly tor the use or 1nterpratatrcn by o1llen o11nrormoflon presented on lhb 1og. Reviewed By! r---,j I Associated Earth Sciences, Inc. 911 Fifth Avenue, Suite 100 Kirl<land, Washington 98033 Phone: 206-827-7701 -I __ ,, ----•-• Lakerldge Elementary School Renton, Washington Project No. G93010A r\/'lnrf"h l QQLl I I I I I I I I I I I I I I I I I I I I I Number EB-14 EXPLORATION BORING LOG ::I 0~ STANDARD PENETRATION ~ RESISTANCE a. Zw SEDIMENT DESCRIPTION w ~ :::i ~ BloWS/FOot 0 ~ ~~ (!) ID 20 30. 40 ,- c- ,- ,- Moist to wet. Bght brown to brown to gray with i--2.5 l depltl, sBty. fine to medlum SAND with trace -7 grovel and organics. (Fill) · ... - ,- - r--5.0 l 9 c- ~ c- ,- - -7.5 l -31 ... -- -·••• •• •• • • •• •-•• •••••••• •• •• •-•••••• "•••• • •• • • •• •• • ••• •••• •• •• •••••no••¥<••••• ,-1 - t--10.0 Damp, gray. silty. fine to medium SAND with ,-l +50 some grovel. (lodgement TIii) c- - ;"" 12.5 I BOH@ 13' ,- Note: Minor seepage at 9-1 /2' ,- ,- ,- t-- c-- c- c- SUbrulfcce eondllfons depicted represent our <lOS8MllloN at 1h8 Hrna end locc11on of this axplo<atory hole, modlfled by geologic lnt&f'P(etatlons, englneer1ng analysls, and Judgment. They ore not necessolity represantattve of O'thsr times and locattons. We 'MU not ' 50/6' accept responslbluty !Of 1h8 use Ol lntarpretotton by o1h8B ol inforrnctton presented on lhi! Jog. Reviewed By I ~~ Associated Earth Sciences, Inc. 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 Phone: 206-827-7701 Lakeridge Elementary School Renton, Washington Project No. G93010A I\ Arcrr-h 10011 I I I I I I I I I I I I I I I I I I I I I I I I I 'I -! f •• .Mr ' CONTAINER ' ·,. __ /" '.£,>CO'; !<':~'··, < !, si-z.:~ ·v:~ " :". ,,. 1-:i1 ;;~ -u+~-'",,')c-::i--:-:-~"-~I- " \,;1;. ! v•. ~:< . ·,,. ,_, __ 1r_ !\·-------- / / ,··· ··, '",' iii/ . : f;; ; .-' POINT OF s , DISCHARGE i" :;( ~~ /f j~l /ij> . ->::i : , ·si 1,'f .I ---: ,'~ '< -C''.'.-;.::;_""·'.-·"-" :P ~; •<> 5,;f 4·1 ·, if :? N.'i/ Cl> .'C<C' '.':~ ·404 PROJECT LIMITS AREA: 0.12AC ·".\) .. ?3 '._''.;Of f:!M,• '.; :>3 >'V,;.; ii.,·,.,.,,:_,; '.ii', ~¥ '.'.'..''.' l:'Y.'[,U: -' 'iV C "... .... '.'\T(-~ ::r.c;·.;t. '"iM 0--'tC "'. ::Cco 4,;:i.-9- I I I I I ' . I !I I .I ii , I !I :1 z:;i:'. ;~iM • 4'.:,'.;.t:,::: f ,·p::~E:~:::::: I >;._• C;,: :~ ... -<.iv_":J AREA: 0.14 AC N GRAPHIC SCALE 30 EXISTING IMPERVIOUS: 0.01 AC EXISTING PERVIOUS: 0.11 AC -~--y-l ___ ,:1 EXISTING IMPERVIOUS: 0.00 AC POINT OF! EXISTING PERVIOUS: 0.14 AC OISCHARqe 0 15 Iii'~ ~ TOTAL AREA: 0.26 AC TOTAL IMPERVIOUS: O.Q1 AC TOT AL PERVIOUS: 0.25 AC mm -ar m•all:.4u CMErigirlt!,ers Sl/lll::tlnl/Engi)tters ---"""' ""'""'"" -TACOMA.SEATTLE 221~ Nerti! JO\h Streel, Suite JOO, Tacuoo, WA 96403 251383.2422 TEL J16 Oxident~ Al'tlllle ~th, Suite 320, Seattle, WA 98104 206.267.2425 TEL 1" = 30 FEET ""' . . .. .. . .. . , .. -.. ~... ,. ..... , ...... . ::: .... MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL PORTABLES EXISTING CONDITIONS MAP 60 FEET ! SE A·3 I I I I I I I I I I I I Ill V L~--'"'-'' l !It~, ' I .':,-r/i.l:i .,,~ .... :'<-~',' . •'fj /" , ..... ' . /' ···, \ I -, I I I I I PROJECT LIMITS AREA: 0.12AC '.<.U 4 I v,, PROPOSED IMPERVIOUS: 0.07 AC PROPOSED PERVIOUS: 0.05 AC '',,. "'• .. _ ,,, ... "''i."j' ;~: .. ,,;(,~.,w PROJ:~;-::::: AREA: 0.14AC PROPOSED IMPERVIOUS: 0.08 AC PROPOSED PERVIOUS: 0.06 AC TOT AL AREA; 0.26 AC TOTAL IMPERVIOUS: 0.15 AC TOTAL PERVlOUS: 0.11 AC mll CME~ Strudwal Engileets """""""""' --l/lro&neps m.:Rli Ne./g!bots TACOMA.SEATTLE 2215 Ncrill 30th Slreel Suite lll, Tocano. WA 98403 253.3312422 TEL 316 Occidentd ~~ue Swill, Suite 320, Seottle, WA 98104 206.267.205 lEl // / ., •,y; N GRAPHIC SCALE 0 15 30 ~~ -~ 1" = 30 FEET LEGEND ~ NEW<MPER>aOVS ~0.15AC - REP'I.ACEOIMPERVIOUS 0.01 AC 60 FEET I MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL PORT ABLES SITE PLAN A·4 ;/ -~!- Jr~ " '" G----------,-, .. -- "-·· '/ ' \; / .• · ?.'',, ·-·····-·····- \;;,if-:-··' .. : .. -;-.· ···.ic:;r ... ::\_ .. ·""< V/ ·-:~::------.-.. .---., :::,:',f·.;.· f ·/ -~---=.>:::: ... :{..~·-:---:--:-\,_~~- :<: f.()-i-'< ,:, -~ Ki -f',;1 , rfi ,. /\'<o;;" \~ !~ '(,~>: ;.< ! ~~j !C- i F~ . Ul I rr;;i r''~ R:! ~i ff> ~ ,,q ., ·? ' ' i . " . _ .• " -·. J .• : .· ~--• ,-' : r·m..m ~.,_-.. muma.saaa .•. m.m:::a.ma.'fl B· : B 8 B ff B '1 fi I 0 II , I m' •· .. / ··.:':" § •<,;,.; B • , e u I B m m I I B D D J~ : coNTAINER , >·a I ff '.. • I . " I \~ I ~ u" ',,, •" g . , .. ,.. . , I ~------~~~----~-~ ' ,. .. 4Q ----["j ·-- ,";,,(Y.">·q,.,_ ,, F";.)F :·/,81 ,·· FF.-.-.c.;\\;8. C 1 ±.-. ',// <~ ........... ·····-·c t/)b. -:'_t) ,, .., s/Y·- ' PROJECT BASIN LIMITS AREA: 0.08 AC EXISTING IMPERVIOUS: 0.01 AC EXISTING PERVIOUS: 0.07 AC GRAPHIC SCALE 0 10 20 Iii'-~ ~ 1• = 20 FEET 40 FEET I ··/ _,,-,,. ' :I 'I><() PGRTAEl FF::o:409 .. / I... ' D.· '~ < ;· :~f) U'),c.4·.t I I a I R. <.: •.. , .. •" .. ,, ~ ',,~ ... ~ . ~~ ! '~ i " . a ff II I 0 I B I g D : I 'H •• :g I B B R ' ff : B I ii i lkc:a --• , B • , I , _______________ _ t,..'-:.),·b."<"· I ,t .. ,~/?;<' TOTAL AREA: 0. 19 AC TOTAL' IMPERVIOUS: 0.01 AC TOTAL PERVIOUS:.O. 18 AC ;,.e;t.,i .. · () um ~r [DH11:.ila CM&,girem ~Engnee,s , __ ----,,, -TACOMA.SEATTLE 2215 lb'th JOth Stree~ SJite 300, Too::xnc. WA 96403 253.J&}1422 TEL 316 o:tiSl,rt,j Awnie Sw!h, ~e 320. Seattle, WA 98104 206.267.2425 1El PROJECT BASIN LIMITS AREA: 0. 11 AC EXISTING IMPERVIOUS: 0.00 AC EXISTING PERVIOUS: 0. 11 AC "''··-· ·n·-·-· MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL PORTABLES EXISTING BASIN MAP ., ,.,· :::.:<...:i· N tf:/::: .7: ,,_ :/f-,.<:§) -::;-o A·5 I I I I I I I I I I I I I I I I I I I /· ---.. / i.~:-," ' --, ' ' ' ·, " -\'--,._ - GRAVEL FILLED TRENCH#1 '· ' --.._:-, [" ·-.. -ace- PROJECT BASIN LIMITS AREA: 0.08 AC PROPOSED IMPERVIOUS: 0.06 AC: PROPOSED PERVIOUS: 0.02 AC --.-,._: .•..• iJ=~--/'-·1!,; PROJECT BASIN LIMITS J AREA: 0.11 AC PROPOSED IMPERVIOUS: 0.08 AC PROPOSED PERVIOUS: 0.03 AC ,TOTALAREA: 0.19AC "'-._ __ _ TOTAL IMPERVIOUS: 0.14 AC TOTAL PERVIOUS: 0.05 AC .... CNREnginoe!'s Slructlralf~ Landsa;J}eAlt1Jitecls ""'-"'"""' ,.., """"' .-m~ '""""" TACOMA.SEATTLE 2215 Ncrlh 30th Slrett SJite lXl, To:xmo. WA 98403 25ll83.2422 ill 316 Ococlent~ A¥e11Ue Swlh, !:wte 320. SeottJe. WA 98104 206.2671425 TU j ""//~ .. )c+/"7' ' 7"i" ' j' / ./<.; / GRAVEL FILLED TRENCH#2 N GRAPHIC SCALE 0 10 20 40 FEET ~ ~ I 1" = 20 FEET LEGEND - TRIBUTARY .A.REA TO GRAVEL FILLED TRENCH•1· 0.07 AC IMPERVIOUS 0.04 AC PERVIOUS - TRIBUTMw__AREATOGRAVELF\LlED TRENCH#2 0.07 AC IMPERVIOUS 0.05 AC PERVlOUS MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL PORTABLES A·6 DEVELOPED BASIN MAP I I I I I I I I I I I I I I I I I I I Western Portable -Western Roof Drain Contributing Area (ac) Proposed Impervious 0.02 Downspout B #1 • Appended on: 08:52:21 Tuesday, April 19, 2016 ROUTEHYD I] THRU [Western Port -Western RD) USING Seattle AND [25 yr) NOTZERO RELATIVE RATIONAL lR~~h·11·1;;;"f(!~;-~!:; .• F~~s~: ~~!~: "~;9th :Js;z~-.-~~:~ ·: ~:~ : ci:;;~n/• r I _Jo.o_=~-0.f :.oo_j 0.~46~ [ ~~56:6 r 0.08 J_o:o~67-1I>f~~ tl~726=J2.8~5-4 r ~~e~ ,-. L. ·········· . . . . _ . . .. .. __ .... _ .. .. L~~ L9250 : I Downspout I CB #I !_402.665~ l -----: I ::-:--l I . 402.6652 ii 404.3000 A-7 Record Id: Area 1 I Design Method I Rational I IDF Table: I Seattle I Composite C Cale , ,·-wo, JDescription lsubArea !sub c . JPavement and roofs (n=0.90) Jo.02 ac lo.9o I Directly Connected TC Cale ·1 Type I Description I Length I Slope I Coeff . I Misc 11 TT jFixed I I j6.30 min .. I Directly Connected TC I 6.30min .. ' -', Record Id: Downspout loescrip: jPrototype Record jlncrement . JO,. IO ft Jstart El. j402.5000 ft !Max El. 1404.3000 ft jClassification lcatch Basin I structure Type1ICB-TYPE _ I iEnt Ke . . jGroove End w/Headwall (ke=0.20) !channelization jCur~ed ~r Deflector !catch l!.4160 ft . jBottom A:~_eaj3.?700sf .... Jcondition !Existing I Stage Storage Rating Curve 1402.5000 ft lo.OOOO cf!403.4000 ft j3.5730 cf 1402.6000 ftj0.3970 cfj403.5000 ftj3.9700 cf [402.7000 ft Jo.7940 cf [403.6000 ft j4.3670 cf [402.8000 ft !1.19IO cf !403.7000 ft [4.7640 cf j402.9000 ftll.5880 crl403.8000 ftj5.1610 cf 1403.0000 ft j 1.9850 cf 1403.9000 ft [5.5580 cf 1403.1000 ft 12.3820 cf 1404.0000 ft ls.9550 cf j403.2000 ft 12.7790 cf j404. IOOO ft 16.3520 cf I 1404.3000 ft j7.1460 cf A-7 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ·I I I I I Appended on: 08:48:48 Tuesday, April 19, 2016 Record Id: CB #1 jDescrip: :!Prototype Record :!Increment ;lo. IO ft lclassificationJCatchBasin . . .. . ........................... ijStructure Type;JcB-TYPE I [nt~e. ·... . ~e)i~d. ~/He~d~;IIJ~e~0:20)rchanneliz~tionrlC:urved or Deflector jcatch __ J l.4_160 ft_ _ .............. II3otto!1.1_Ar~~ J3:9700_~f lc(}ndition . t!Existing J . . .. Stage Storage Rating Curve !40 tsooo ~'[0.0000 cf 403,rooo ~ts: i61 o cf l'.f~l .90S)O tf io:3970 ~f <10-i ~"";:Wis.s5.so cf l4orogoo'fifii:7?40_c! !~§'.3:igod~.ls.9_550c~ l1og;19og.:rtl1.1910 cfj4_02:40,00Jtl6}520 cf l4_o_gJ,QOO_~:i 15880 cff402,?.ooo~l6:7490 cf !4.Q2.~@o ft l'-9850 crl,@3:~ooo_ft !7 .1460 cf ~4000 ft!2.3820 cf~JOOO:ft[7.5430 cf fao?,.~.QOQ.ft J2j790~f l1o~iOQO, ~· 17,94_0()-~f Efo2.ii9ooffl3.I760 cf '453-9.oo(}ft[s.3370 cf '4Q?~?QQ01~13.5730 cfl4Q~!Qilo§;~J8.7340 cf. t1Q.?.,~o.oo,,1fl3.9700 cf[4_04_,JOOOfJ!9: 1310 cf 1~02.~ooo_ff f,II670_cf 1404._2000.tt: j9 .5280. cf I_ ........... . . _ .................... \40~,~o_o_o.,fTJ9,92so er A-7 Appended on: 08:49:17 Tuesday, April 19, 2016 Record Id: 1 !section Shape: Jcircular I !uniform Flow Method: JManning'; !Coefficient: !Routing Method: 'JTravel Time Translation I lonNode. jcs #1 _ lupNode !Material !Plastic lsize IEnt Losses !Groove End w/Headwall !Length ln.0000 ft 10.0130 - I !Downspout , l6"_Diam lstope 11.00% [Up Invert·--·--··-·--···1402.5200 ft. . .. ·---!Dn Invert· .. -!401.8000 ft I C.odoU c,,.trnlot, j !Min Vel !Max Vel jMin Slope IMax Slope jMin Cover 12.00 ft/s lis.oo ft/s lo.SO%. 12.00% J3.00 ft , ..... -........ ·:-, ···········-······---.......... "' ..... ---··· ···•·•·· ',............... ------' .". ' . ·-····-··--··-·--· .. ·-·-' , lorop across MH 10.0000 ft IEx/lnfil Rate lo:0000 in/hr ri-· -.----·-·1-··--·---·-Ton.Invert 1402.5200 ft Up Invert . 401.8000 ft - !Match inverts. lonNode jCB#I -lupNode. IDCJ\vn_spout . I I I I I I I I 1; ! I I I I I I I I I A-7 I ~--------------------------------·-------- I I I I I I I I I I I I I I I I I I I Western Portable -Eastern Roof Drain Contributing Area (ac) Proposed Impervious 0.04 Proposed Pervious 0.02 Downspout I ' B 112 Appended on: 08:59:06 Tuesday, April 19, 2016 ROUTEHYD [I THRU [Western Port -Western RD] USING Seattle AND [25 yr) NOTZERO RELATIVE RATIONAL A-7 I ' I Record Id: Area 2 I Design Method I Rational I Composite C Cale I IDFTable: J Seattle !Description jSubArea lsub c !Pavement and roofs (n=0.90) !0.04 ac lo.90 li-L-awn-('-n=-'-0-.2-5-) '-'-'-'---'~---'----"-'-'-jo.02 ac lo.25 ·--------·--"---.-' . ·---. -·· ---' .. -~· '" ''" -" -r-----··-----------·oi;-~tlyC~-;;-.;;;;;t"TCC;1c ·---- 1 Type J Description J Length I Slope / Coeff I Misc I TT 'iFixed .. I I .~!6_.3_0_m-in __ , I ... 6.30min ·· Direct I y Connected TC Appended on: 16:57:13 Monday, April 18, 2016 Record Id: Downspout /Descrip: /Prototype Record lrncrement lo.10 ft !Start EL /402.5200 ft jMax EL .. !406:7400 ft !Classification !Catch Basin !Structure Type lcB_-TYPE 1 I Ent Ke !Groove End w/Headwall (ke=0.20) /channelization jCurved or Deflector l~atch ___ lt.4160 ft_ /Bottom Area j3.9700 sf [condition . [Existing I Stage Storage Rating Curve [402.5200 ft [0.0000 cf f404.7200 ft j s. 7340 cf j402.6200 ft j0.3970 cf 1404.8200 ft! 9.1310 cf. !402.7200 ft lo.7940 cf /4,04.9200 ft J 9.5280 cf /402.8200-ftjl.1910 cf!40S.0200 ft/ 9.9250 cf j402.9200 ft j I .5880 cf j405. l 200 ft I 10.3220 ~f [40:i°.0200 ttl!.9850 cf/4·os:22o·otiJ10.7190 cf !403.1200 ftl2.3820 cf/405.3200 ftjl 1.1160 cf !403.2200 ft µ."7790 cf f405.4200 ft [ 11.5130 cf ~03-:-3:zcio·ft j3. l 760 cf ~ois2ooftj 11.9100 cf !403.4200 ft/3.5730 cff405.6200 ftiu:-3070 cf ~"~ . ' . " ' !403.5200 ftl3.9700 cf j405. 7200 ft I 12. 7040 cf j403.6200 ftFi.3670 cf[4o5.8200 ftf13.1010 cf A-7 I I I I I I I I I I I I I I I I I I I ! I I I I I I I I I I I I I I I I I I I I I [4Jl3.72,QQ[ft[4.7640 cf[1Q$'.920~fi'.[13.4980 .. cf l±o_3.8200.frl5. I6 IO ct[40_():0200fi'l~t3_.8~9_5o_c_f; 1 l~oI~20QiR l5:55~o .cf f~§~J'f~§§l~ 111~2920_ cf j40_4:0~00ji'[5.9550 cf [40§:2200 ft'.!14.6890 cf .!40.4fr202 R l~.3~s_2·0 ~r, ~Q§:3}oo tt. lis:osiio-~i j404:2,20Q,ft' [6.7490 cf [±0().:4200 tt [ 15 .4830 cf .ij04.320Q)[t[7}46ocf[Q.(i(5200:ft~OO cf [10±:4~02;}t [7.5430 cf ~Q6~~200 tt;l 16.2770 cf i4<f±.52QQ,:ii:l7.9400_cf l±Q(i,720Qfl,\ 1().6740 cf I l±o6:J40of'tl16.1534 cf Record Id: CB #2 [oescrip: i[~Pr-o-to~typ_e_R_e_c_or_d ______ ~jln-c-re-m-en_t_·_!'j~0.-1 O_fl_t ____ , [~tart ffei~. .J±01.8_0_()Qft_ .. . .. __ JM.a.x EL __ ![404.~000 _ft !Classification !Catch Basin !Structure TypeJCB~TYPl:l !Ent Ke···· ......... ·[groove End.w/Headwall (ke=0.20)[Channelization;lcurved orDeflector [catch . .. [1.4160ft .. . . . . . jBottom Area 1j3.9700 sf [c.~11ditl~ii'-.J~~istiiig ·=··· .... l .. -~ -~--··----~--l . . . . .. . . . .. . . f. •. . -·_ ·st~g~ st~~~;e· ~~ti~~-~u;ve _ ... 140J:.~OOQ_.fl'[o:OOOO cfi4_g_3_:}0_00 ft!5.16 IO cf r. . . .......... ···. r··--···--··········r,·· .. ·········· •· ·r .. -······.···"" .. -·· 401-.9000.ft 0.3970 cf 403:2000ft 5.5580 cf ),;,.:.,::,.:d,o,0';,:.,,:,,.;.i:,.,:,s,.,:,.,) , . , , !:oS""''''"iCs,,.,>.,,,,,,'i'"•''"'i';[ 1±02:0000 ft'.[o. 7940 cf [40,3.3000 Jt Is. 9550cf I .. · .. ---·-... --\ 1 · ------I . ±92.:lO.OO;tr I . l910 ~f ±0~.-±000;fl ?}52,0cJ [±02.~0_()Q_tlJ J .5880 cf [40}.500_Q.J:rJ6. 7490_cf ~0_2.300Q.,ft[i°.9850 cf!~03.6000,ft''7.1460 cf t ..... ····· ....... -···· --......... ·····-··· ....... I. ........... . . [102,406oft:[2.3820 cf l4.Q3.7000ft 11 .5430 cf; f402.5000 ftµ:i790 cf~h3.8000 ft[7.9:ioo cf -~;~;,og_;;~~1;:; 760 ~i l±Qj.966~~is:i3-70 ·~f l±Q2.,?9QQ{!,\3.57_~0~~1±2±,000,0~1 18:7340 cf l~g~:·s9ocl ~,3.9700 cf l4o~J~oo,o'f't:19. I 310 cf !102,?00Q,ft.[4.3670 cf\1Q4:2000ft1 \9:5280 cf -, .1·"'10'''1'"•11"%'.0,0•'.Y'T{~-·.-. I 4043000.:ft 9.9250 cf .. . . . . ...... . . . -~-,®-·--. -~, ·,-"" ,.;; ........ . A-7 Record Id: 2 !section Shape: !circular I ·junifonn Flow Method: [Manning's !coefficient: lo.013_0 !Routing Method: !Travel Time Tr~nslation I ! IDnNode ICB#2 lupNode !Downspout JMaterial jPiastic lsize J6"Diam rEnt Losses jGroove End w/Headwall !Length J12.oooo ft /slope J1.00% [up Invert 1402.5200 ft Jon Invert 1401.8000 ft I Conduit Constraints IMin Vel IMax Vel IMin Slope IMax Slope jMin Cover p.oo ft/s JI s.00 ft/s lo.so% 12.00% 13.00 ft ••••--••••••"• .. •--•··-•--••-•··-··--.. ·-·.,-•••----••••-•-•••·--··--•-•·--·---•·•·-u•--·- [Drop across MH --fo:Oooo ft---------fEx/Infil Rate fo.0000 in/hr jUp Invert J401.8000 ft Jon Invert 1402.5200 ft !Match inverts. jDnNode ICB#2 lupNode /Downspout ; A-7 I I I I I I I I I I I I I I I I I I I ,------ I I I I I I I I I I I I I I I I I I I Eastern Portable -Western Roof Drain Contributing Area (ac) Proposed Impervious 0.06 Proposed Pervious 0.03 Downspout History Cleared: 09:07:53 Tuesday, April 19, 2016 ROUTEHYD [I THRU [Western Port -Western RD] USING Seattle AND (25 yr] NOTZERO RELATIVE RATIONAL · · ... · -··· ··· ·· · --· ·· ··· · · -·· · ·· -·· ·· ·· · ·· · · ··· ·· · · ··· ······ · · · · · · · -· · ·-· ···· -· · · -r"""-'""-''"-" -.~~=r~""""""' I Reach ll Area ~1 Flow I Full Q i Full ; nDepth i~ nVel tvel I CBasin / . ID . • (ac) I (min). (cfs) , (cfs) • ratio · (ft) :I .:,ize • (ft/s) (ft/s) j Hyd ~r;;Flo:1=71_~:~~:f~EEI ~rea: _ I From .. Node f To I Reh Los~ I Ap~ I Bend --J~~-~tL~s~-fttw L~~~ .ii~v : Max El Node 1 (ft) . . (ft) .i (ft) (ft) I . __ . (ft) . . .· .. (ft) I D~wnspout •J CB #3 J 403.2_4~4_0-'--"-~-J--~~---~ f _______ . ,-__ 4-0;-_24-40-_ J :~~:~~~ci i A-7 I I I I I i I I i I I I I I ' I I I Record Id: Area 3 r Design Method I Rational I IDF Table: ., Seattle r Composite C Cale -- !Description jSubArea JSub C !Pavement and rnofs (n=0.90) Jo.06 ac Jo.9o jlawn (n=0.25) )0.03 ac 10.25 ---- I Directly Connected TC Cale I Type I Description I Length I Slope I Coeff I Misc I TT !Fixed I I j630 min I Directly Connected TC I 6.30min Record Id: Downspout IDescrip: JPrototype Record Jrncrement Jo. IO ft jStart EL j402.9700 ft jMax EL j406--. 7-'-50_0_ft-'--'- Jc1assification Jcatch Basin Jstructure Type )cB~TYPE I [Ent Ke JGroove End w/Headwall (ke=0.20)~elizatioil~ed or Deflector !catch J I.4160 ft --!Bottom Area J3.9700 sf --- !condition !Existing I Stage Storage Rating Curve -- 1402.9700 ft )0.0000 cf J404.8700 ft j 7.5430 cf [403,0700 flj0.3970 cf[404.9700 ft 17.9400 cf f403.1700 ft fo.7940 cf [405.0700 ft f 8.3370 cf J403.2700 fl)l.1910 cfl405.1700 fl/ 8.7340 cf !403.3700 ftiI.5880 cfl405.2700 ftj 9.1310 cf 1403.4700 flll.9850 cfJ405.3700 til 9.5280 cf !403.5700 ft 12.3820 cf /405.4700 ft I 9.9250 cf [403.6700 ftj2.7790 cfl405.5700 ftjI0.3220 cf --- 1403.7700 ft'J3. I 760 cfj405.6700 ft I 10.7190 cf 1403.8700 ft j3.5730 cfJ405.7700 ft I 11.1160 cf j403.9700ftj3.9700 cf[40:S-~sio-ortf11.5130 cf !404.0700 ft j4.3670 cf '405.9700 ft f u .9100 cf 1404.1700 fl/4.7640 cf J406.0700 ft/ 12.3070 cf A-7 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I l404.2'76Q~ft [5 .. 16IO cf l406:l16o"rt.fi2. 7040 cf 11~,:~:?QQ .. ~ !s:5580 cf.11~~'~:7.Q.Q ii;f!T.toioct !~w:47§ojf! Is ,9~5Q cf ~Q6:~7§o:rfl I~ .4980 c_f l~Q~-~5.7QQ~f!l?:3520cfl4.Q~~·FQO•f!:113_g950 cf 1~04:6,720:~ 16:_74?0.c:f [126:~?qq g 1.14_.2_920 i:f ·14Q6,2~9QJfl1s.0066 cf Record Id: CB #3 jD;s~;ip:· . IProtot~;R~co~d .. . .... ..... . . 111~~r~~ent . :jo~t() f;· ..... jStartEI. [4022500 ft Jr:.1ax El. ·,1405.7500 ft jC:Ia~si ~c:ation lcatc~. B_~si11 _ ...................... ;jSt~cture '[Y])e ;lc:~:!Y~I: I . . .... . iEnt~-~---··· .. jQrClove.1:nd.w,IHead~aH_(~~=O}O) jC:hanneli~ati_on.'IC:ui:v_e~orJ?etle~to!: jcatch jJ.4160 ft jBottom Area j3.9700 sf jCondition jExisting. L S.!1:1geS.tllrage_~1:1ting£urye .......... • [402:2?02,f!:!0.0000 cf 14.04.0SQO tc I 7.1460 cf· [402:3~0Q~j0}?7_0 cJl4o4::fsoo~l 7,5430 cf. !@7:1$QQ_gjo.7940 cfl1Q4:7sqof{j_7:9400 cf !... .... . . ·~·-··--~ ............. , ............ ·· .· 402.5500 ft 1.1910 cf !104.3500 ft 8.33 70 cf ':,,cs "''"""'',,o,l,:0,;,.-,,•,H' , ,. , ,, ,.,v,i,;,f:~"·',.<>,o",'•/>,si"' ,,, "' , • , r122~§~QQ::ft:l l :5880 cf 1101:.~o_o .~18. 7340 cf f402.750(} ft\t.9850.cf ~04:5500 ft{9.l 310 cf FN[ss.qq __ ~ l2.3820~f l4q~:6sgo'i'tl 9.s2so cf. l1Q?8S.Q2 .. .t'!l2.7790 cfj10£7~gogl 9.9250 cf; [4_Q.3,Q5_00 f!'!3. l 760 cf 1404.:8?.QOi,ft ! 10.3220 cf [40~:1500 f"t'.[3.5730 cf [404:95,QO._f"t !10.7190 cf '[?if :ijs§if .ft!~-9100 cf i,io'.s':o~§q ft' 111_:11_6_0. cf. 149.~.:i$§9.~l4.3670 cf 14Q?JS.99f! 111,SI 30 cf r,;;-3.4500 ftj4.7640 cf r4os.2soo.ftri1 .9100 cf i~'!; ,.\~ __ .....;;..,,~--4 ... _,, ·-···-·· _,t', --·'------•o,!, ___ ,h.-.. :.-.!.1 ........... ···' !4Q3'};5500 J!.\5.1610 cf [~05d~OO•ft.J 123070 cf ~§I:~sg§.Jil5,ss.so_cr[<1os-.4'~00'~!1_~ .. ?042 cf f1§2,1~9Qftj5.9550 cf f~H>}s.~qo:]J13. l O IOcf ,~03,8522.!J.l6.35_20_cf j40~.6~.Qoi:rt:l 1~:4?80 ~f I J4_os::1?0_0tc:113.s9so cf A-7 I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I Record Id: 3 !Section Shape: !Circular I jUnifonn Flow Method: !Manning's -·~,C-oe-f-ftc-i-en-t:-JO.O 130 JRouting Method: · ITrav;l Tim~ Translation I . .. . .. . . .. I . . . .. jDnNode !cs #3 jupNode !Downspout !Material !Plastic jsize !6" Diam !Ent Losses [Groove End w/Headwall --------- jLength · j12.oooo ft · · · Js1ope J 1.00% · 1 jup Invert j402. 9700 ft Jon Invert j402.2500 ft ' J Conduit Constraints I jMin Ve! jMax Ve) jMin Slope jMax Slope jMin Cover j2.oo ft/s I I s.00 ft/s jo.50% J2.00% j3.00 ft -·----··---R-·------• ·--R-~·--' , •, • !Drop across MH ---·ro.OOOO ft----·------···rEx/InfilRate[0.0000 in/hr iu1:.1nvert . --. . j402.2500 ft Ion Invert .l402.9700d ft·. !Match inverts. jDnNode !CB #3 JUpNode !Downspout I I I I I I I I I I I I' I I I I I I A-7 I I I I I I I I I I I I I I I I I I I I Eastern Portable -Eastern Roof Drain Contributing Area (ac) Proposed Impervious 0.02 Downspout • • Appended on: 09:15:12 Tuesday, April 19, 2016 ROUTEHYD I) THRU (Western Port -Western RD] USING Seattle AND (25 yr) NOTZERO RELATIVE RATIONAL ~i, Area -~ Flow I Full Q '. Fu~I : ~Depth !I Size . nVel ;I tvel -CBasin / L ID ! .. (ac) J (,ni11): Jcf.s) .J. (~fs) : rati() _(ft) _ • ........... (ft/s)__ (ft/st _ Hyd .• ~:~FI0.0460•:FRR~~FE From Node ! To Reh Loss I J Nod~_ e~· ~(_ft) ,-'-~------ ~--.-. ·. . . 1. B~nd. Junct Loss . HW Loss Ele~ , Max El I <it> • (ft) (ft) (ft) j <rt> . . ---···----·. {402~3750-· lo~~-;,s~~u;Jc~ #4 r·403:11s2 · 1-·--~-~~-~---1··-~-~~~ I ·1 ·403_\ 1s2 11406,1000: A-7 I I I I I I I I I I I I I i I I Record Id: Area 4 I Design Method I Rational I IDFTable: I Seattle r Composite C Cale . !Description lsubArea ISub C jPavement and roofs (n=0.90) - 10.02 ac j0.90 I Directly Connected TC Cale I Type ,--Description r Length I Slope I Coeff I Misc I TT !Fixed I I j6.30 min . -. ' I Directly Connected TC I 6.30min Record Id: Downspout !Descrip: !Prototype Record jJncrement .jo.10 ft .. !start El. 1402.9700 ft IMax EL 1406.7000 ft jclassification /catch B;sin . . !structure Type 'jCB-TYPE I jEnt Ke . . ... !Groove End w/Headwall (ke=0.20) !channelization jcur~ed or Deflector II jcatch jI.4160 ft !Bottom Area ,13.9700 sf jco~ditjon . !Existing . . · · . . · . · · · · · I I Stage Storage Rating Curve j402.9700 ft jo.0000 cf [404.8700 ft j 7.5430 cf 1403.0700 ft!0.3970 cfj404.9700 ftl 7.9400 cf. Fioiiiooitlo.1940 cff4os:oioo·ill s.3310 cr. r403.2700 ftj l.1910 cf j405. l 700 ft [8.7340 cf 1403.3100 ft l1.5sso cf [4os.2100 ft! 9.1310 cf 1403.4700 ftjI.9850 cfl405.3700 ft j 9.5280 cf j403.5700 ft 12.3820 cfj405.4700 ft 19,9250 cf j403.6700 ft !2.7790 cf j405.5700 ft j 10.3220 cf [403.7700 ft j3.1760 cfj405.6700 ft I W.7 l 90cf j403.8700 ftl3.5730 cfj405.7700 ftll !.1160 cf 1403.9700 ftj3.9700 cfj405.8700 ftjl l.5130 cf 1404.0700 ftl4.3670 cf[405.9700 ft[IT.9100 cf ' ....... ' '• .. 1404.1100· ft J4. 7640 cf 1406.0100 ftF2.3010 cf 1404.2100 ft 15.1610 cfj4o6. t 700 ftj12.1040 cf A-7 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ·.·1·· ······ ····• ·-·-·.··r-··-....... "Ti. ·· c•-.... · ~ . --1Q1JZQQ;J;);j5.5580 cf110_6:±ZQQJt\13.I010 cf ,~2t:·4700:fil5:9550 cf l1Q.§i~zoofi l_l 3:4980cf l4Q4'.§z_o.§fa¥ 1§.3520 _cf l~§§~~ZQ.Q7rt:l 13:§2~2.~_f !1Q1:§Z£lQ.f! !6:7490 cf J1g~;?,700 ft! 14.2920 cf r·----·-··-.. ·-·····--------·1406.7,000 ft 0 !4.8081 cf I .... --·-----------------I_ --------· Record Id: CB #4 i~:~rf;_:· \:~;:;~g record ... -_ -J:~~~1:11t -,\;~15~7~00 ft ~~ti;~ !catch Basin l!Stru~-;;:ryj;"[cs~--T~Y-PE.~I -·- !Ent Ke___ ... •l9ro12y_e En_d \V/He~dwall (ke.=0.20)!!C::ha11neliz_ation"!C:_t1r:yed 12rl)efle __ ctor \c:a~~~ . __ .. jI.4160 ft !Bottom ~Eea ,13.2700 sf lconditio11 jExisting ~~~~~~~~----------~ '! Stage Storage Rating Curve j402.2500 rt'lo.0000 cf!404.0SOO rtl 7.1460 ~f • """·'·,<>,--.~----·',.,' ---• --------· ·----.S-.,..,.,.e>-.. "•---•I.-",--,-w., •. ,_, 110±,3?00 ftl0.3970 cfj104J500 ft'j 7.5430 cf -l~Q?;~~g§:ff l0:7910 cfl1Q~,~~QQft'.i __ 7,21QO cf_. !4Q~"~~QQ:fi: I 1. :_ 1910 cf 11Q~)~?QQ;fi! 833 70 cf [4Q2:~~99:fif1,s~~o4:4~oott I ii:1340cf- l~.o.?~Z~QQ~ft'. I 1 ,9sso cf_[4§~j$i>_o3il 9_131 o c:r ·[402.8500 ft[23820 cf~04.6500 rt:[9.5280 cf 1102;2~.q2.fr12.1190 d 14o4,7§0Q_ft_1· 9.92.so ;i·• l1gfg~oo.:,ft:13. I 760 cfl4ot1,!~?QQ,f't 110.3220 cf ·1~.Q~"!I~ggi'fi'l3_5730 cf. l~§~'..~~ggml10,7190_ cf ~o.r :§pl)ft., ~-_97oo~i-l10Io$,o'oft.liTTJlio---~r [4033?00 rt'l4.367o cfl46ft~_o6 rtj1 L51~0 cf, l403.45QOftij4.7640 cfl405-:t}Ogf'tJ11.9100 cf [403,?500_f'tj5. I 6IO cf§3.~50Qf\(12,3070 cf ·[4o~i2?P9ft. l5.s5_so. cr,l10?.-~S..QQ.1t1:l 12:1040 cf [46J!7pp():ft. [9ssocf lit6$,~500iftll3.IOl o cf [40~!~~/j()-~16.3520 ~iJ~q5:/~~9o~i13.4980 d L.--~--__ .. __ 1~05.._zs.ogf't[1.3.~950_~~ A-7 I Record Id: 4 I ~-------··,~-------1 !Section Shape: !Circular I I I I I lunifonn Flow Method: !Manning's jcoefficient: lo.0130 !Routing Method: IT ravel Time Translation I I IDnNode JCB#4 lupNode !Downspout , !Material !Plastic lsize !6"Diam_ r·-------1--------------------·-----, · Ent Losses . Groove End w/Headwall : --" ' " ' ' ' . --' " " " ' ,. --' ""'"' '0' !Length 112.0000 ft /slope 11.00% lup Invert 1402.9700 ft [on Invert 1402.2500 ft I I I I Conduit Constraints jMin Vel f Max Vel !Min Slope !Max Slope fMin Cover i 12.00 ft/s ! 15.00 ft/s /o.50% · 12.00% /3.00 ft ' ........................... ·-·····---·-···-·-••••••,mm.,••m•,••,m-·-••••m,,,.,,,.,,...,, •• ,.,.,, .. , ..•.••.•• ,., •. , ..... ,.,o '"''"'•••-,m•,••••~•••••<"OO<S<• r ···-----··---··-.. ·········-··-·· ··ro.0000· ft .. ·-·-··· .... ···--·---···. ···--. -···· ··-····-rc-···· ..... --····· ........ Drop across MH IEx/lnfil Rate 0.0000 in/hr !Up Invert !402.2500 ft fon Invert 1402.9700 ft !Match inverts. lonNode !CB#4 lupNode !Downspout · I I I I I I I I' I A-7 I - >-·· J 1/ I ' ' --·- -- N M b UJ 3w a: I- C.. (/) ! ··-·--·-·--· . ----· ··---· ·-·-... ------....._ --,.:;.,;;-~.;;,;., -------------- co ' <( -- I I I I I I I I I I I I I I I I I I I KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL APPENDIX A MAINTENANCE REQUIREMENTS FOR FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES This appendix contains the maintenance requirements for the following typical stormwater control facilities and components: No. I -Detention Ponds (p. A-2) No. 2 -Infiltration Facilities (p. A-3) No. 3 -Detention Tanks and Vaults (p. A-5) No. 4 -Control Structure/Flow Restrictor (p. A-7) No. 5 -Catch Basins and Manholes (p. A-9) No. 6 -Conveyance Pipes and Ditches (p. A-11) No. 7 -Debris Barriers (e.g., Trash Racks) (p. A-12) No. 8 -Energy Dissipaters (p. A-13) No. 9-Fencing (p. A-14) No. 10-Gates/Bollards/Access Barriers (p. A-15) No. 11 -Grounds (Landscaping) (p. A-16) No. 12 -Access Roads (p. A-17) No. 13 -Basic Biofiltration Swale (grass) (p. A-18) No. 14 -Wet Biofiltration Swale (p. A-19) No. 15 -Filter Strip (p. A~20) No. 16-Wetpond (p. A-21) No. 17 -Wetvault (p. A-23) · No. 18-Stormwater Wetland (p. A-24) No. 19-Sand Filter Pond (p. A-26) No. 20 -Sand Filter Vault (p. A-28) No. 21 -Stormfilter (Cartridge Type) (p. A-30) No. 22 -Baffle Oil/Water Separator (p. A-32) No. 23 -Coalescing Plate Oil/Water Separator (p. A-33) No. 24 -Catch Basin Insert (p. A-35) 2009 Surface Water Design Manual -Appendix A A-1 A-9 1/9/2009 . ·1 I I APPENDIX A MAINTENANCE REQUIREMENTS FOR FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES NO. 5 -CATCH BASINS AND MANHOLES Maintenance Defect or Problem CondltJon When Maintenance Is Needed Results Expected When Component Maintenance Is Perfonnad Structure Sediment Sediment exceeds 60% of the depth from the Sump of catch basin contains no bottom of the catch basin to the Invert of the sediment. lowest pipe Into or out of the catch basin or is within 6 Inches of the Invert of the lowest pipe Into or out of the catch basin. Trash and debris Trash or debris of more than % cubic foot which No Trash or debris blocking or is located immediately in front of the catch basin potentially blocking entrance to opening or Is blocking capacity of the catch basin catch basin. by more than 10%. Trash or debris in the catch basin that exceeds No trash or debris In the catch basin. 't, the depth from the bottom of basin to invert the lowest pipe into or out of the basin. Dead animals or vegetation that could generate No dead animals or vegetation odors that could cause complaints or dangerous present within catch basin. gases (e.g., methane). Deposits of garbage exceeding 1 cubic foot in N.o condition present which would volume. attract or support the breeding of Insects or rodents. Damage to frame Corner of frame extends more than % Inch past Frame is even with curb. and/or top slab curb face into the street (If applicable). Top slab has holes larger than 2 square inches or Top slab Is free of holes and cracks. cracks wider than Xi Inch. Frame not sitting flush on top slab, I.e., Frame Is sitting flush on top slab. separation of more than % Inch of the frame from the top slab. Cracks ln walls or Cracks wider than ~ Inch and longer than 3 feet, Catch basin is sealed and bottom any evidence of soil particles entering catch structurally sound. basin through cracks, or maintenance person judges that catch basin is unsound. Cracks wider than Y:i Inch and longer than 1 foot No cracks more than 1/" inch wide at at the joint of any lnleUoutlet pipe or any evidence the Joint of inleVouijet pipe. of soil particles entering catch basin through cracks. SettlemenU Catch basin has settled more than 1 Inch or has Basin replaced or repaired to design misellgnment rotated more than 2 Inches out of alignment standards. Damaged pipe joints Cracks wider than Y:rinch at the joint of the NO cracks more than Y..~lnch wide at inlet/outlet pipes or any evidence of soil entering the joint of inlet/outlet pipes. the catch basin at the joint of the inleUoutlet pipes. Contaminants and Any evidence of contaminants or pollution such Materials removed and disposed of pollution as oil, gasoline, concrete slurries or paint. according to applicable regulations. Source control BMPs Implemented if appropriate. No contaminants present other than a surface oil film. lnleUOutlet Pipe Sediment Sediment filling 20% or more of the pipe. lnleVouijet pipes clear of sediment. accumulation Trash and debris Trash end debris accumulated in inleUoutlet No trash or debris In pipes. pipes {indudes floetables and non~floatables). Damaged Cracks wider than Y:i~lnch at the joint of the No cracks more than Y...fnch wide at Inlet/outlet pipes or any evidence of soil entering the joint of the inlet/outlet pipe. at the joints of the Inlet/outlet pipes. A-9 2009 Surface Water Design Manual -Appendix A 1/9/2009 A-9 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I APPENDIX A MAINTENANCE REQUIREMENTS FLOW CONTROL, CONVEYANCE, AND WQ FACILIDES NO. 5-CATCH BASINS AND MANHOLES Maintenance Defect or Problem Condition When Maintenance Is Needed Results Expectsd When Component Maintenance ts Parfonned Metal Grates Unsafe grate opening Grate with opening wider than 7 /1 Inch. Grate opening meets design (Catch Basins) standards. Trash and debris Trash and debris that is blocking more than 20% Grate free of trash and debris. of grate surface. footnote to guidelines for disposal Damaged or missing Grate missing or broken member(s) of the grate. Grate is in place and meets design Any open structure requires urgent standards. maintenance. Manhole Cover/Lid Cover/lid not in place Cover/lid is missing or only partially in place. Covernid protects opening to Any open structure requires urgent structure. maintenance. Locklng mechanism Mechanism cannot be opened by one Mechanism opens with proper tools. Not Working maintenance person with proper tools. Bolts cannot be seated. Self-locking cover/Ud does not work. Covermd dlfflcult to One maintenance person cannot remove Cover/lid can be removed and Remove oovernid after applying 80 lbs. of lift. reinstalled by one maintenance person. A-9 11912009 2009 Swface Water Design Manual -Appendix A A-10 APPENDIX A MAINTENANCE REQUIREMENTS FOR FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES I I I I NO. 6-CONVEYANCE PIPES AND DITCHES Maintenance Defect or Problem Conditions When Maintenance Is Needed Component Pipes . Sediment & debris Accumulated sediment or debris that exceeds accumulation 20% of Iha diameter of lhe pipe. Vegetation/roots Vegetation/roots that reduce free movement of water through pipes. Contaminants and Any evidence of contaminants or pollution such pollution as oil, gasoline, concrete slurries or paint. Damage to protective Protective coating Is damaged; rust or corrosion coating or corrosion Is weakening the structural Integrity of any part of pipe. Damaged Any dent that decreases the cross section area of pipe by more than 20% or Is d8termlned to have weakened structural Integrity of the pipe. Ditches Trash and debris Trash and debris exceeds 1 cubic foot per 1,000 square feet of ditch and slopes. Sediment Accumulated sediment that exceeds 20% of the accumulation design depth. Noxious weeds Any noxious or nuisance vegetation which may constitute a hazard to County personnel or the public. Contaminants and Any evidence of contaminants or pollution such pollution as oil, gasoline, concrete slurries or paint. Vegetation Vegetation that reduces free movement of water through ditches. Erosion damage to slopes Any erosion observed on a ditch slope. Rock lining out of One layer or Jess of rock exists above native soil place or missing (If area 5 square feet or more, any exposed native Applicable) sol!. 2009 Surface Water Design Manual -Appendix A A-11 Results Expected When Maintenance Is Performed Water flows freely through pipes. Water flows freely lhrough pipes. Materials removed and disposed of according to applicable regulations. Source control BMPs Implemented If appropriate. No contaminants present other than a surface oil film. Pipe repaired or replaced. Pipe repaired or replaced. Trash and debris cleared from ditches. Ditch cleaned/flushed of all sediment and debris so that it matches design. Noxious and nuisance vegetatiOn removed according to applicable regulations. No danger of noxious vegetation where County personnel or lhe public might normally be. Materials removed and disposed of according to applicable regulations. Source control BMPs Implemented If appropriate. No contaminants present other than a surface oil film. Water flows freely through ditches. Slopes are not eroding. Replace rocks to design standards. I I I I I I I I I I I I I A-9 I 1/9/2009 I I I I I I I I I I I I I I I I I I I I ------·-------i APPENDIX A MAINTENANCE REQUIREMENTS FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES NO. 11 -GROUNDS (LANDSCAPING) Maintenance Defect or Problem Conditions When Maintenance Is Needed Results Expected When Component Maintenance Is Perfonned Site Trash or litter Any trash and debrts which exceed 1 cubic foot Trash and debris cleared from site. per 1,000 square feet (this Is about equal to the amount of trash it would take to fill up one standard size office garbage can), In general, there should be no visual evidence of dumping. Noxious weeds Any noxious or nuisance vegetation which may NoxlOus and nuisance vegetation constitute a hazard to County personnel or the removed according to applicable public. regulations. No danger of noxious vegetation where County personnel or the public might normally be. Contaminants and Any evidence of contaminants or pollution such Materials removed and disposed of pollution as oil, gasoline, concrete slurries or paint. according to applicable regulations. Source control BMPs implemented if appropriate. No contaminants present other than a surface otl film. Grass/groundcover Grass or groundcover exceeds 18 inches In Grass or groundcover mowed to a height. height no greater than 6 Inches. Trees and Shrubs Hazard Any tree or limb of a tree identified as having a No hazard trees in facility. potentjal to fall and cause property damage or threaten human life. A hazard tree Identified by a qualified arborlst must be removed as soon as possible. Damaged Limbs or parts of trees or shrubs that are split or Trees and shrubs with less than 5% broken which affect more than 25% of the total of total foliage with spilt or broken foliage of the tree or shrub. limbs. Trees or shrubs that have been blown down or No blown down vegetation or knocked over. knocked over vegetation. Trees or shrubs free of Injury. Trees or shrubs which are not adequately Tree or shrub in place and supported or are leanlng over, causing exposure adequately supported; dead or of the roots. diseased trees removed. A-9 1/9/2009 2009 Surface Water Design Manual -Appendix A A-16 APPENDIX A MAINTENANCE REQUIREMENTS FOR FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES I NO. 24 -CATCH BASIN INSERT Maintenance Defect.or Problem Conditions When Maintenance la Needed Component Media Insert Visible 011 Visible ell sheen passing through media Insert does not flt Flow gets Into catch besln without going through catch basin properly media. Filter media plugged Filter media plugged. Oil absorbent media Media oil saturated. saturated Water saturated Catch basin insert Is saturated with water, which no longer has the capacity to absorb. Service life exceeded Regular interval replacement due to typlcal average life of media insert product, typlcally one month. Seasonal maintenance When storms occur and during the wet season. . 2009 Surface Water Design Manual -Appendix A A-35 Results Expected When Malntsnance Is Perfonnad Media Inset replaced. All flow goes through media. Flow through filter media Is nonnal. Oil absorbent media replaced. Insert replaced. Media replaced at manufacturer's recommended Interval. Remove, dean and replace or Install new insert after major storms, monthly during the wet season or at manufacturer's recommended interval . I I I I I I I I I I I I I I I I A-9 I 1/9/2009 I -------------------Site Improvement Bond Quantity Worksheet S15 Web date: 04/03/2015 tQ King County Department of Permitting & Environmental Review 35030 SE Douglas Street, Suite 210 Snoqualmie, Washington 98065-9266 206-296·6600 TTY Relay 711 For alternate formats, call 206-296-6600. Project Name: Location: Maplewood Heights Elementary School Portables 130 Jericho Ave SE Date: 4/18/2016 Project No.: Clearing greater than or equal to 5,000 board feet of timber? ---~~~yes If yes, Forest Practice Permit Number: (RCW 76.09) Page 1 of9 _x __ no 20160418 Renton Bond Quantities Worksheet2.xls Activity No.: Note: All prices include labor, equipment, materials, overhead and profit. Prices are from RS Means data adjusted for the Seattle area or from local sources if not included in the RS Means database. A-10 - Unit prices updated: 3/2/2015 Version: 3/2/2015 Report Date: 4/19/2016 -------------- Site Improvement Bond Quantity Worksheet S15 Web date: 04/03/2015 ESC-1 !Check dams, 4" minus rock ESC-2 !Crushed surfacing 1 1/4" minus ESC-3 ESC-4 I Excavation-bulk ESC-5 !Fence, silt ESC-6 'NGPEl ESC-7 IHvdroseeding ESC-8 !Jute Mesh ESC-9 ESC-10 ESC-11 ESC-12 ESC-13 ESC-14 -- ged ESC-15 Rip Rap, machine olaced; slopes ESC-16 Rock Construction Entrance, 50'x15'x1' ESC-17 ESC-18 ESC-19 ESC-20 ESC-21 ESC-22 ESC-23 ESC-24 [Water truck, dust control ESC-25 ESC-26 IWRITE-IN~ITEMS **"! (see R !i! I I Page 2 of 9 -2088 R-Bon.ntiti'llirkstwlliits - $ SWDM 5.4.6.3 $ 80.00 Each WSDOT 9-03.9(3) $ 95.00 CY $ 9.00 CY $ 2.00 CY l sol SWDM 5.4.3.1 $ 1.50 LF I 3001 $ 1.50 LF SWDM 5.4.2.4 $ 0.80 SY r 200[ SWDM 5.4.2.2 $ 3.50 SY SWDM 5.4.2.1 $ 2.50 SY SWDM 5.4.2.1 $ 2.00 SY $ 12.00 LF $ 14.00 LF $ 18.00 LF SWDM 5.4.2.3 $ 4.00 SY WSDOT 9-13.1 (2) $ 45.00 CY SWDM 5.4.4.1 $ 1,800.00 Each SWDM 5.4.4.1 $ 3,200.00 Each I 1 I SWDM 5.4.5.2 $ 2,200.00 Each SWDM 5.4.5.1 $ 19.00 LF SWDM 5.4.5.1 $ 70.00 LF SWDM 5.4.2.4 $ 1.00 SY SWDM 5.4.2.5 $ 8.00 SY SWDM 5.4.2.5 $ 10.00 SY $ 110.00 HR SWDM 5.4.7 $ -----------· 1----·.· ··=·-··••· -l·-·· · Each ESC SUBTOTAL: 30% CONTINGENCY & MOBILIZATION: ESCTOTAL: COLUMN: 11 106] 1j 45qj 11 160 11 3200 $ 3,910.00 $ 1,173.00 $ 5,083.00 A A-10 Unit prices updated: 3/2/2015 Version: 3/2/2015 _ _ _ _ _ _ _ _ aart•4,1~ _ - ,..1.. 3 -4 5 0 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 ---- A B ---------Site Improvement Bond Quantity Worksheet C I D E F G H I I -----Web date: 04/03/2015 J I K I L •-·-••·• • -~-~'<-.-·~-• "'·"='>·._,'"-' "'·<•uro,·=-~•· •,·,·~=o,o • ~-· • ,~w•=••~-• -~----·--' .. •-•, ,.-~~ .. rooro~~~--~---, 0•',', ~ c,~ '"~ H ~--uro ~=~ ~--~·,··"''•"<''~• ,s.~h ... . ~-,w,.·-'"'"~ ccs•·ao,=~"'-,·,v,'SM =<-" ·- .~.' < , ••• Unit Price GENERAL ITEMS No. Backfill & Comoaction-embankment GI· 1 $ 6.00 Backfill & Comoaction-trench GI· 2 $ 9.00 Clear/Remove Brush, bv hand GI· 3 $ 1.00 Clearina/Grubbina/Tree Removal GI -4 $10,000.00 Excavation -bulk GI -5 $ 2.00 Excavation -Trench GI· 6 $ 5.00 FencinQ, cedar. 6' hiQh GI· 7 $ 20.00 Fencina, chain link, vinvl coated, 6' hinh GI -8 $ 20.00 Fencina, chain link, aate, vinvt coated, 2 GI· 9 $ 1,400.00 Fencina, sr:lit rail, 3' hiah GI -10 $ 15.00 Fill & comnact -common barrow GI -11 $ 25.00 Fill & comoact -aravel base GI -12 $ 27.00 Fill & comnact -screened tonsoil GI -13 $ 39.00 Gabion, 12" deen, stone filled mesh Gl-14 $ 65.00 Gabion, 18" deeo, stone filled mesh GI· 15 $ 90.00 Gabion, 36" deeo, stone filled mesh GI -16 $ 150.00 Gradina, fine, bv hand GI -17 $ 2.50 Gradina, fine, with arader GI -18 $ 2.00 Monuments, 3' Iona GI -19 $ 250.00 Sensitive Areas Sian GI· 20 $ 7.00 Soddina, 1" deen. sloned around GI· 21 $ 8.00 Survevina, line & arade Gl-22 $ 850.00 Survevina, lot location/lines Gl-23 $ 1,800.00 Traffic control crew ( 2 fla"'"ers ) GI ·24 $ 120.00 Trail, 4" chinned wood GI· 25 $ 8.00 Trail, 4" crushed cinder GI -26 $ 9.00 Trail, 4" too course GI· 27 $ 12.00 Wall, retainina, concrete GI· 28 $ 55.00 Wall, rockery GI· 29 $ 15.00 Pace 3 of 9 SUBTOTAL *KCC 27A authorizes only one bond reduction. 20160418 Renton Bond Quantities Worksheet2.xls Existing Right-of-Way Unit Quant. Cost CY CY SY Acre CY CY LF LF Each LF CY CY CY SY SY SY SY SY Each Each SY Day Acre HR SY SY SY SF SF Future Public Right of Way & Drainaae Facilities Quant. Cost Quant. 0.42 94 66 20 20 177 200 Private Improvements Cost 4,200.00 188.00 330.00 400.00 540.00 354.00 1,600.00 7,612.00 A-10 Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 4/19/2016 ----------------------- Site Improvement Bond Quantity Worksheet A I B I C D E I F I G H I I I 39 42 Existing Future Public 43 Right-of-way Right of Way 44 & Drainage Facilities 45 I Unit Price Unit Quant. I Cost Quant. I Cost Quant I 46 47 ROAD IMPROVEMENT No. 48 AC Grindina, 4' wide machine< 1000sv Rl-1 $ 30_00 SY 49 AC Grindina, 4' wide machine 1000-2000 RI -2 $ 16.00 SY 50 AC Grindina, 4' wide machine > 2000sv Rl-3 $ 10.00 SY 51 AC RemovaVDisnnsal Rl-4 $ 35.00 SY 52 Barricade, tvne Ill { Permanent ) Rl-6 $ 56.00 LF 53 Curb & Gutter, rolled RI· 7 $ 17.00 LF 54 Curb & Gutter, vertical Rl-8 $ 12.50 LF 55 Curb and Gutter, demolition and disoosal Rl-9 $ 18.00 LF 56 Curb, extruded asohalt RI -10 $ 5.50 LF 57 Curb, extruded concrete RI· 11 $ 7.00 LF 58 Sawcut, asnhalt, 3" depth Rl-12 $ 1.85 LF 5 59 Sawcut, concrete, per 1" depth RI -13 $ 3.00 LF 120 60 Sealant. asohalt RI -14 $ 2.00 LF 61 Shoulder, AC, l see AC road unit orice , RI· 15 $ SY 62 Shoulder, aravel, 4" thick Rl-16 $ 15.00 SY 63 Sidewalk. 4" thick Rl-17 $ 38.00 SY 64 Sidewalk, 4" thick, demolition and dis"'"""' Rl-18 $ 32.00 SY 65 Sidewalk, s· thick Rl-19 $ 41.00 SY 66 Sidewalk. 5" thick, demolition and disoos RI· 20 $ 40.00 SY 67 Sion, handicap RI· 21 $ 85.00 Each 68 Strioina, ru>r stall Rl-22 $ 7.00 Each 69 Strioina, thermoolastic, l for crosswalk ) Rl-23 $ 3.00 SF 70 Striping, 4" reflectorized line RI-24 $ 0.50 LF .21 ..11. Page 4 of 9 SUBTOTAL 73 *KCC 27 A authorizes only one bond reduction. -20-Ren-nd Q-s W'llif!2.xl--------- --------I Web date: 04/03/2015 J I K I L Private Improvements Cost 9.25 -360.00 369.25 A-10 Unit prices updated: 03/02/2015 Version: 03/02/2015 --epo ... :4/1.a, - - 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 ---- A I B ,. ' ---------Site Improvement Bond Quantity Worksheet C D E I F G I H I Existing Future Public Right-of-way Right of Way .·· . . f.· & Drainane Facilities ,' Unit Price Unit Quant. I Cost Quant. I Cost Quant. ----Web date: 04/03/2015 J I K I L Private Improvements . Cost ROAD SURFACING .. No. 14" Rock= 2.5 base & 1.5" to, course 9 1/2" Rock= 8" base & 1.5' too course) Additional 2.5" Crushed Surfacina RS· 1 $ 3.60 HMA 1/2" Overlav, 1.5" RS-2 $ 14.00 HMA 112· Overlav 2" RS-3 $ 18.00 HMA Road, 2", 4• rock, First 2500 SY RS-4 $ 28.00 HMA Road, 2", 4" rock, Qtv. over 2500 S RS-5 $ 21.00 HMA Road, 3", 9 1/2" Rock, First 2500 S RS-6 $ 35.00 HMA Road, 3", 9 1/2" Rock, Qtv Over 251 RS-7 $ 42.00 Not Used RS-8 Not Used RS-9 HMA Road, 6" Oeoth, First 2500 SY RS -1' $ 33.10 HMA Road, 6" Deoth, Qtv. Over 2500 SY RS -11 $ 30.00 HMA 3/4" or 1·, 4" Deoth RS -12 $ 20.00 Gravel Road, 4" rock, First 2500 SY RS-1' $ 15.00 Gravel Road, 4" rock, Qtv. over 2500 SY RS -14 $ 10.00 PCC Road (Add Under Write-Ins w/Desir RS -1' Thickened Edge RS -17 $ 8.60 Page 5 of 9 SUBTOTAL *KCC 27 A authorizes only one bond reduction. 20160418 Renton Bond Quantities Worksheet2.xls SY SY SY SY 177 SY SY SY SY SY SY SY SY LF 4,956.00 4,956.00 A-10 Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 4/19/2016 - Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 A B I C I D 100 101 102 -103 104 Unit Price Unit 105 106 DRAINAGE (CPP = Corrugated Plastic Pipe, N12 or Equivalent) 107 Access Road, RID 0 -1 $ 21.00 SY 108 Bollards -fixed 0 · 2 $ 240.74 Each 109 Bollards -removable 0 · 3 $ 452.34 Each 110 • {CBs inciude frame and lid) 111 CB Tvne I 0-4 $ 1,500.00 Each 112 CBT=IL 0 -5 $ 1,750.00 Each 113 CB Tvrv> II, 45• diameter 0 · 6 $ 2,300.00 Each 114 for additional deoth over 4' 0-7 $ 480.00 FT 115 CB T= II, 54• diameter 0-8 $ 2,500.00 Each 116 for additional depth over 4' 0-9 $ 495.00 FT 117 CB Tvn,:,,, II, eo· diameter 0-10 $ 2,800.00 Each 118 for additional deoth over 4' 0 -11 $ 600.00 FT 119 CB Tvne II, 12• diameter 0-12 $ 3,600.00 Each 120 for additional deoth over 4' 0-13 $ 850.00 FT 121 Throuah-curb Inlet Framework (Add} 0-14 $ 400.00 Each 122 Cleanout. PVC, 4" 0 -15 $ 150.00 Each 123 Cleanout, PVC, 6" 0-16 $ 170.00 Each 124 Cl8anout, PVC, 8" 0-17 $ 200.00 Each 125 Culvert, PVC, 4" 0 -18 $ 10.00 LF 126 Culvert, PVC, 6" 0-19 $ 13.00 LF 127 Culvert. PVC, 8" 0-20 $ 15.00 LF 128 Culvert, PVC, 12" 0-21 $ 23.00 LF . 129 Culvert, CMP, 8" 0-22 $ 19.00 LF 130 Culvert, CMP, 12" 0 -23 $ 29.00 LF 131 Culvert, CMP, 15" 0-24 $ 35.00 LF 132 Culvert. CMP, 18" 0-25 $ 41.00 LF 133 Culvert, CMP, 24" D-26 $ 56.00 LF 134 Culvert, CMP, 30" 0-27 $ 78.00 LF 135 Culvert, CMP, 36" D -28 $ 130.00 LF 136 Culvert, CMP, 48" 0-29 $ 190.00 LF 137 Culvert, CMP, 60" 0-30 $ 270.00 LF 138 Culvert, CMP, 72" 0-31 $ 350.00 LF 139 140 Paae 6 of 9 SUBTOTAL .. KCC 27 A authorizes only one bond reduction. -201a1Ren.,d 0-s W._t2.xl-- E I F I G H I I J I K I L Existing Future Public Private Right-of-way Right of Way Improvements & Dralnaae Facilities Quant. Cost Quant. I Cost Quant. I Cost For Culvert orices, Averaae of 4' cover was assumed. Assume oerforated PVC is same price as solid pipe. 9 18 515 ------- 13,500.00 3,060.00 6,695.00 23,255.00 Unit prices updated: 03/02/2015 Version: 03/02/2015 --po'9114/11a1> - - 141 .ill 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 --------·-----Site Improvement Bond Quantity Worksheet A B I C DRAINAGE CONTINUED No. Unit Price Culvert, Concrete, a· D-32 $ 25.00 Culvert, Concrete. 12· D-33 $ 36.00 Culvert, Concrete, 15· D-34 $ 42.00 Culvert, Concrete, 1a· D-35 $ 48.00 Culvert, Concrete, 24• D-36 $ 78.00 Culvert, Concrete, 30· D-37 $ 125.00 Culvert, Concrete. 35• D-38 $ 150.00 Culvert, Concrete, 42• D-39 $ 175.00 Culvert, Concrete, 48• D-40 $ 205.00 Culvert, CPP, 6" D-41 $ 14.00 Culvert, CPP, a· D-42 $ 16.00 Culvert, CPP, 12" D-43 $ 24.00 Culvert, CPP, 15• D-44 $ 35.00 Culvert, CPP, 1 s· D-45 $ 41.00 Culvert, CPP, 24" D-46 $ 56.00 Culvert, CPP, 30• D-47 $ 78.00 Culvert, CPP. 36" D-48 $ 130.00 Ditchina D -49 $ 9.50 Flow Disnersal Trench (1,436 base+\ D-50 $ 28.00 French Drain {3' deothl D-51 $ 26.00 Geotextile. laid in trench, noh"'ron"'ene D-52 $ 3.00 Mid-tank Access Riser, 48" dia, 6' deen D-54 $ 2,000.00 Pond Overflow Soillwav D-55 $ 16.00 Restrictor/Oil Seoarator, 12" D-56 $ 1,150.00 Restrictor/Oil Seoarator, 15" D-57 $ 1,350.00 Restrictor/Oil Seoarator, 18" D-58 $ 1,700.00 Riorao, olaced D-59 $ 42.00 Tank End Reducer (36• diameter\ D-60 $ 1,200.00 Trash Rack, 12· D-61 $ 350.00 Trash Rack. 1 s· D-62 $ 410.00 Trash Rack, 18" D-63 $ 480.00 Trash Rack, 21 • D-64 $ 550.00 Page 7 of 9 SUBTOTAL ·Kee 27A authorizes only one bond reduction. 20160418 Renton Bond Quantities Worksheet2.xls I D E F G H I Existing Future Public Right-of.way Right of Way & Drainage Facilities Unit Quant. Cost Quant. Cost Quant. LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF CY LF LF SY Each SY Each Each Each CY Each Each Each Each Each ----Web date: 04/03/2015 J K l L Private Improvements Cost A-10 Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 4/19/2016 - ~~' ---------------------- Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 A I B C D I E I F I G H I I J I K I L 181 182 Existing Future Public Private 183 Right-of-way Right of Way Improvements 184 & Drainaae Facilities 185 I Unit Price Unit Quant. I Price Quant I Cost Quant. I Cost 186 187 PARKING LOT SURFACING Not To Be Used For Roads Or Shoulders 188 No. 189 2· AC, 2" too course rock & 4" borrow PL· 1 $ 21.00 SY NA NA 190 2" AC, 1.s· too course & 2.5" base cour PL-2 $ 2a.oo· SY NA NA 191 4• select borrow PL-3 $ 5.00 SY NA NA 192 1.5" too course rock & 2.s· base course PL -4 $ 14.00 SY NA NA 193 194 UTILITY POLES & STREET LIGHTING Utility pole relocation costs must be accomoanied by Franchise Utilitv's Cost Estimate 195 196 Utilitv Pole(s) Relocation UP-1 LumoSum 197 Street Lioht Poles w/Luminaires UP-2 Each 198 199 WRITE-IN-ITEMS 200 Such as detention/water aualitv vaults.\ No. 201 WI· 1 Each 202 Wl-2 SY 203 Wl-3 CY 204 Wl-4 LF 205 Wl-5 FT 206 Wl-6 207 Wl-7 208 Wl-8 209 Wl-9 210 Wl-10 ,211 ,212 ,213 SUBTOTAL ,214 ,31e SUBTOTAL (SUM ALL PAGES): ~ 30% CONTINGENCY & MOBILIZATION: 219 GRANDTOTAL: .ll-0 COLUMN: 221 Pane 8 of 9 *KCC 27A authorizes only one bond reduction. -201-Ren-d Q-s w1111112.x1--- I I B C ----- I I I 36,192.25 10,857.68 47,049.93 D A-10 Unit prices updated: 03/02/2015 Version: 03/02/2015 --llliFP0'1111f4/1 .. - -------------------Site Improvement Bond Q_uantity Worksheet Web date: 04/03/2015 Original bond computations prepared by: Date: Name: ------------- PE Registration Number: Te I.#: ____________ _ Firm Name: Address: Project No: FINANCIAL GUARANTEE REQUIREMENTS Stabilization/Erosion Sediment Control (ESC) Existing Right-of-Way Improvements Future Public Right of Way & Drainage Facilities Private Improvements Calculated Quantity Completed (A) (B) (C) (D) PERFORMANCE BOND· AMOUNT $ 5,083.0 $ $_ $ 47,049.9 Total Right-of Way and/or Site Restoration Bond•/.. (A+B) $ 5,083.0 (First $7,500 of bond• shall be cash.) Performance Bond• Amount (A+B+C+D) = TOTAL (T) $ 52,132.9 Minimum is $2000. Maintenance/Defect Bond• Total MINIMUM BOND• AMOUNT REQUIRED FOR RECORDING OR TEMPORARY OCCUPANCY AT SUBSTANTIAL COMPLETION••• TX 0.30 $ 15,639.9 Minimum is $2000. PUBLIC ROAD & DRAINAGE MAINTENANCE/DEFECT BOND· (B+C) x 0.25 = _$=--------- Minimum is $2000. NAME OF PERSON PREPARING BOND• REDUCTION: Date: * NOTE: The word "bondR as used in this document means a financial guarantee acceptable to King County. "'* NOTE: KCC 27A authorizes right of way and site restoration bonds to be combined when both are required. The restoration requirement shall include the total cost for all TESC as a minimum, not a maximum. 1n addition, corrective work, both on-and off-site needs to be included. Quantities shall reflect worse case scenarios not just minimum requirements. For example, if a salmonid stream may be damaged, some estimated costs for restoration needs to be reflected in this amount. The 30% contingency and mobilization costs are computed in this quantity. *** NOTE: Per KCC 27A, total bond amounts remaining after reduction shall not be less than 30% of the original amount (T) or as revised by major design changes. REQUIRED BOND• AMOUNTS ARE SUBJECT TO REVIEW AND MODIFICATION BY KING COUNTY Page 9 of9 Check out the ODES Web site at www.kinqcounty.gov/permits 20160418 Renton Bond Quantities Worksheet2.xls A-10 Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 4/19/2016 I I 1: I I I I I I I I I I I I I I I I. 1 512 0 256 C ity of Renton Print map Template 512 Feet RentonMapSupport@Rentonwa .gov This map is a u se r generated static output from an Internet mapping site and is for reference only. Data layers that appear on this map may or may not be accurate, current, or otherwise reliable. Legend City and County Boundary ,-OCher L--·, i..; City d Renton Addresses Parcels Wellhead Protection Area Zones D Zone 1 • Zone 1 Modified • Zone2 Coalmine • HIGH • MODERATE UNCLASSIFIED • Erosi on hazard -high ~ Floodway • Special Flood Hazard Areas (1 00 year 1 Landslide • VERY HIGH • HIGH • MODERATE UNClASSIF ED Slope City of Renton >15%&<=25% • >25% & <=40% (Sensitive) • >-40% & <=90% (Protected) • >90% (Prcleded) -Faults • Se ismi c Hazard Areas Envi ronm en t Designati ons D Natural D Shotellne High Intensity D Shorellne Isolated High Intensity D Shorellne Residential D Urban Conservancy D Jurisdictions Streams (Clas sified ) -TypeS -Type F -Type Np Type Ns • Wetlands Notes None 0 04/11/2016 THIS MAP IS NOT T O B E USED FOR NAVIG ATION 111 WGS 1984 Web Mercator Auxiliary Sphere I A-11 w ~ B ~ ~ I g ch Cf) a'.. a.. a.. w ..J CD ;:: cc 0 a.. ..J 0 0 I t) Cf) >-cc ;:: z w ::i: w ..J w Cf) I- I (!) [ij I D 0 0 :s: w ..J a.. 4: ::i: < I I'= .o 0 ~ " - 0 Q 0 i ~ ,. " 0 N 0 0 I "' 0 8 " ,. 0 "' 0 0 :g " "' 1~. " 'ii 0 0 I "' 0 R " 0 '" 0 0 I " 0 ~ " ,, ~ " ii II II II ~ 084710-0076 > . ·····-= -E HYDRANT __ .......... ~· l EXISTING PARKING ~ AREA ANO DRIVEWAY I::,,. I ENTRANCE PROPERTY LINE "'"'" ,.,,. \:' ........ , D84710·0nl75 . I --~"RE 084?i0-G096 -,. HYDRANT '~= -_, Oi ·-_ 084 '~~Rcr N~ 1STSTREET,,..11' ,-. '~' . ····· ; I Li PROPE~ _ · -----..L-~,,' ; i -·-~'"---·····------·/--· FIRE.---7 ,.. ---~--,, .,,, '''""'''T'' •; CJ i n~ ,c ----·=:c::.-_:·ii'-'J:":;·-' -,,,, qs-::=,~ ~u=-;:t :-· :_ ~J ~ Jz. -. ~D_...W~~~~ '. ··'-.'-.\ . , f;.,: ~-, EXISTING FENCE ANO WALL ' ' . ",<. N:HS904.2100 ·-·--~ ,• •• -~ ,,, ' >::_ I E:'=~~ :.·:~;'. -:_/~)\Ji._);/#','.. '.'.:'\'' ," • l )~--v'u· ··---,:cw~ . ·'. -. ·.·. '?'\... ,,' y·~""' ,, i . .. . -',, '·. . , "" , "-~,= I ,, ' ·, (".-,/, ·iY..,-.._ , N!7~72170t ,';..,, ! 30- --· • -._ "'· ' E"3157f7.a.,,&c / " : i _. :·~~}i~,. > • "t'-. 1 ELEV•\&M , ! ; ;'. ,\ \ -'\,'"'-.., ~,;_ •. '-t· ,y: ', 20'WATERLINE:,~EMENT ; ; . ,,·-<_A.·':_ ; ·\-,' : __ ><. .. -EXISTING • " RECORDING NO. 2001091aoo2303 f -'.{\' .... ~-,;f"r · : '-f&,,-~ "~~~ • I g 5 I "' N ~ N .. ,, ;, ' .,' ~: ';·: ' ' ( /f/ i / < IT'f i ,, ;.o:'.,,"'.:.",:O::"' V. '., .,. . ... ' . .,,. .J, ~. ,, ' .. >; "' I i ~ OM'~"~""' ··-~~, '.; , \<\, 1 tr · .. I I, II II ii:! s II c( r 11~.t-···.· ,·! • tl::., • ._1 .L EX<S,.,G • !JW,:! j SCHOOL( Jl-,li/i s'.~.],)[ l : if,: ,~2,r -~, ; f /'1!' ) 11 '1, ; )::. ., ~z -=..i··_}.~J. i • • : ·v1L.L:~~ ~~, 1'·: t.J"'"'l~!1--;· ' , ,3 . : ' ',; t ,,,t-~,c-... I 462.B' ·I 1· n EXISTING BUILDING OF · :_r-, 211.0 MAPLEWOOD HEIGHTS ,, '\_ I ELEMENTARY SCHOOL !I ' • .onll.•102 ,482.2' ""-5.AND.......SI-Ell , ··j N:178"751 •~r6 EXISTING FENCE ~ / • ,, -, E!l157700019 0 I T '.~ Etf'hl07,17 ' I 0 A PflOPERTY LINE -.. iJ 0 ;j 054110-0000 ~ I ~ I ,. -~11, ,, / ~ 1 / RE.SAAANOo.P-......... ' I ,.., ' N-1786(1;5'3' --............_. N ' E, 1'1!jg71 0743 :1· / -"'~ : . / •c-•L J. " ~ ~ '•. ":' ~-.. , ,/ , :;, ......... Nilll"1!2 </· !WI. ANO WASl<UI N.t715S9=~ E:1315-tt2.li:9M EI..Ev-<OG.IIO // / ,,· illl fw '~ fu, 'Z ,o FIRE HYDRANT 0 5 0 I~ Nmf j '°RE qr·, I, AH~:NT t f:''-1-=t WJl NIO l"i.l.Sr!ER / N 178534.9111~ rn,= ,w 1 ~,.,. ____ _;__:_~ PROPOSEO DOUBLE ~OUND CASE ...O>l~~~j: ,: l PORTABCEo.ASSROOM ,~~m~=i. • .i Ii ANDRAMP(U9'S.F.) ,~~"m'.';;li. '> '.J J ;; LJ SITE ADDRESS 130 JERICHO A.VE SE RENTON. WA 98059 PARCEL NUMBER 084710-0090 USE CLASSROOM !DRY PORTABLE) CONSTRUCTION TYPE "' BUILDING AREA (?)PORTABLES@ 1.792 S.F. = 3.S84 S.F. ~,,--- VICINITY MAP NOTTO SCALE LEGEND: ~ ~ t>; C8J f,- ~ 0 " Vi V-.'iO NOISII\IC ::lNINNVld : .. NOiJ~::::: ::'.O Ali;:). c : J I J.:vw 03/\13:>:r~-·,- SET NAIL ANO WASHER SET REBAR ANO CA? SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT STORM CATCH BASIN ST0Rt.1 CLEANOUT YAROORAIN DOWNSPOUT CONNECTION ELECTRICAL CABINET GUY ANCHOR UTILITY POWER POLE JUNCTION BOX LUMINAIRE FIRE HYDRANT WATER METER WATER VALVE. WATER VAULT C=CEDAR, f..-FJR. P..PINE PROPOSED • • • .Ds --•--__ .., __ iii g ' .o " " i: " _J " L . '.fl•:. , i:: ,. . ,· ' .-~ . 1,: . i -~::· D .. .! i PROPOSED DOUBLE -r ! •' • ' .. , PDRTABCE CCASSROOM STORM 1:-:: , '. g ' •! i !02' AND RAMP(H92 SF) DIWNAGE . I . ,J I STORM DRAINA O,SPERSAC ,.,~ 57'5• S N . ;, , '-..I O,SPERSAC TRE':'i:H TRENCH . ,.,.· ,.v I , '': i ~ ct> ~ . .,. I ·1 1"' I .•··~· EXISTING FENCE • \ ; g .. .. . / ,· ;g I --.,_ 5,;~~~~0;:,:c r----c:'cd'.:;--' Cf I : ••-• '(-·· M:MAPLE U"' UNKNOWN STORM LINE ROOF DRAIN SANITARY SEWER LINE GAS LINE ELECTRICAL LINE COMMUNICATIONS LINE WATER LINE FENCE CONCRETE ASPHALT CONTOUR MAJOR INTERVAL CONTOUR MINOR INTERVAL ---. X--- [ .• --xxx-- --,xx-- L . ··········''·· C-. ··-' ,,., '-flRE H""""" . . -··---,oo.os• :~~r ~!--- ., ... ----·,-, .. ,_-___ : 152.305-8229 I CUP-SET -.:"'\.::,... ~--····· ,-I ~ --·---:·-1;;1=t;;:: AS NOTED w."""" ~ --' L~ Knowwhafsbelow. Call before you dig. NO. REVISION BY I DATE I APPR ......,. COMfORT GRAPHlCSCAI..E "' " 80FEET ··--.. -- 1",.40F£ET i!tt! [;4 d fl#JA~ m&:,rk® wr,,. ~e1 Checked tor COmpl,ance to City Standards mmm11 ;R CITY OF RENTON Plonning/Buildirn;;/Publfc Works Dept. .. -·-=---TACOMA· SEATTI.E • SPOKANE •TRI-CITIES _ .... ___ ,, :.:-.::':"==:-~= •.:.r:.:: ::"-"':'" ..:..-.:..-:-___ _. .... _ ..... 2215 North 30th Street. St1lle 300 Tacoma. WA 984031 253.363.2422 TB. 253.383.2572 fAX -.alltirom \\'EB MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL PORTABLES CUP RENTON SCHOOL DISTRICT SITE PLAN 16 W.Y 2016 ~ C1 .01 oF.7 AI-ININININIAIA! w i I:; w ~ • -! • .• • I ~ Cf) Cf) ci.. Cl. Cl. w _J (D <( I-a: 0 Cl. _J 0 0 :r: (.) Cf) >-a: <( I-z w :!: w _J w Cf) I-:r: C!l w :r: Cl 0 0 :i: w _J Cl. <( :!: < ' I ~ t i: ; ~ h ; ~ , ~ § ~ ~ ! I ; i ~ l ~ OO<"o-oot< =·---=-····················=···h•_ . 20' WATERLINE EASEMENT . RECORDING NO. 20070918002303 ;:;iu ,,o-ooia1 oa4il~COO:S CM?'!tr-0075 oo,4::r10-V".ln (;!l4710Tl?CT NE 1ST STREET ,---,...--~~u.. -------r ,----,-,.--------~ -~ -----'.-------.. ----- . Lo.;>\,{)(;;";,~~ .,---_j < 7./,,' . <"' I ''X., '"\ I "'-,,_,.\. t, :1 /. -l I . \; --" \, ,.. <.. '' , /' I •• _.,-·,-;-Y -JI ~-·:; \.A,;, ' ' ', ,. ~ ,-. -------~ ~ -\ '\ w I r --·-.· .• 1,' I :m, "' !. ,, : IJJ. i -EXISTING BUILDING OF j' '. > r MAPLEWOOD HEIGHTS · ; c( r ELEMENTARY SCHOOL 0 ' . i I kL 1 lf,rn,-00., .., ---,-u·· ..--' i 1' •• j, J L 1-'-. ' ' ' k! I j. , . . ., ,/ i ,! I . ~= ··1'r 1 ·· .. I~. ·1'"~~-.... , ct> . , . ; ~~ , .... ,! . tub -1· , ; h· .; .. ;~. :. ,• iii:' ~=, .;,::.;,<,.J ti qlii ;!t ; ' GRAPHIC SCA1..E I !, h-~-}-:,,~.3~.i.; .).'~.·.: {2)PROP0SEDDOUBLE O 30 60 l20iEET \ 'f ;· : ;, PORTABLEC<ASSROOMS Lr.-...-) I I: \~:~:=·_!: ...... -: ,',~~:1;,p:::~ ...... -=-...... ·.·~·········-········---··,·-~-~::=-::~ .. ~' .... 1,1,,, __ __ -'-S~!~l'~CE ---· SITE MAP ... ~ ........ ..,, .... w "' i.u ~ "' z 0 > .u • ' g a t ;; " 0 ~ ; N 0 ij " I E c. i ~ TRENCH NOTE AUTOCAD FILE LEGAL DESCRIPTION TRACTS 14 AND 15, Bl.ACK LOMI FM.ACRE TRACTS. ACCORDING TO THE PLA.T THEREOF. RECORDED IN VOLUME 12 OF PLATS. PAGE 101, IN KING COUNTY, WASHINGTON VERTICAL DATUM PARCEL NUMBER 084710-0090 OWNER CIVIL ENGINEER RENTONSCHOOLD,STI<>CT LAND USE PLANNER 7812 S 124TH ST SITE INFORMATION 130 JERICHO AVE SE RENTON, WA 98059 SEATTlE.WA.98178 PH: {425) 204-4403 CONTACT: RICK STRACKE ARCHITECT AHBl,INC. 2215NORTH 30TH STREET SUITE 300 SITE DATA "o"R"e"ENE""·"GA"'SA"WceAY""AR"c"H""=,c0r0s"""--~~;:2:i03 P.O.BOX4158 RENTON, WA. 98063 FAX {253) 383-2572 PH: (253) 941-4937 TOTAi.. LOT AREA: 377,665 SF (8.67 AC) EXISTING IMPERVIOUS AREA= 182.952 SF (4.20 AC) EXISTING LOT COVERAGE = 48% FAX: {253) 941.5122 CONTACT: CALVIN GASAWAY CML CONTACT: BILL FIERST. P.E. PLANNING CONTACT: BRAD ME DRUD. AlCP .IJ-IBL PROJECT NO.; 2160084 NEW IMPERVIOUS SURFACES= 5,963 SF {0.1'3 AC) REPlACED IMPERVIOUS SURFACES= 160 SF {0.01 AC) NEW PLUS REPLACED !MPERV!OUS SURFACES: 6.123 SF {0.14 AC) NET CHANGE IN IMPERVIOUS AREA= 5,96'3 SF \0.13 AC) DISTURBED AREA = 11,326 SF {0.26 AC) EARTHWORK INFORMATION CUT/Fill= 118 Ci (FELL) NOTE: THE ABOVE QUANTITIES ARE ESTIMATES ONl Y INTENDED FOR THE PERMITTJNG PROCESS ANO ARE NOT INTENDED TO BE USED SY THE CONTRACTOR FOR BIDDING PURPOSES. THE CONTRACTOR SHALL MAKE THEIR OWN EARTHWORK OETERM!NA TlON. ONSITE SOtLS SHALL BE RE-USED TO THE MAXIMUM EXTENT POSS!BlE. CONTRACTOR SHALL OSTA!N IMPORT MATERIALS ANO DISPOSE OF EXPORT MATERIALS AT APPROVED LOCATIONS TO 8E DETERMINED PRIOR TO THE START OF CONSTRUCTION ACTMTIES. TEMPORARY BENCHMARK TBMJl1 AHBl#110 NAIL ANO WASHER N:176534.9814 E:1315289.1685 ELEV:402.64 TBM'2 AHBL #112 NAIL AND WASHER N:178539.9282 E:1315492.8964 ELEV:406.60 UTILITIES / SERVICES WATER: PHONE: SANITARY SEWER: PHONE: POWER PHONE: GAS PHONE: PHONE: PHONE: ONE CALL.: KING COUNTY WATER DISTRICT 90 t-425--255--9600 CITY OF RENTON 1-425-430-7332 PUGET SOUND ENERGY 1-888-321-7n9 PUGET SOUND ENERGY 1--888-321-n19 CENTURY LINK 1-600-244-1111 1-800-424-5555 GENERAL NOTE 1. CONSTRUCTION SURVEY SHAlL BE PROVIDED BY THE CONTRACTOR. LEGEND: ~ A ·,, .. , ·.) ~ (- .,, '" :;,: CH N ~-Y:?l --· --·" -- .... ·-· ---,,, . SURVEYOR AHBL. INC. 221S NORTH 30TH STREET SU1TE 300 TACOMA. WA 98403 PH. {253) 383-2422 FAX [253) 383-2572 CONTACT: DAVID FOUANSBEE, PL$. SET NAIL AND WASHER SET REBAR AND CAP SANITARY SEWER MANHOt.E. SANITARY SEWER CLEANOUT STORM CATCH BASIN STORM CLEANOUT YARD DRAIN DOWNSPOUT CONNECTION El.ECTRICAL CA.BINET GUYAACHDR UTILITY POWER POLE JUNCTION BOX LUMINAJRE FIRE HYDRANT WATER METER WATERVAI..VE WATER VAULT C"CEDAR, F"FIR. P=PINE ~ M=MAPLE U= UNKNOWN STORM LtNE ROOF DRAIN SAN!T ARY SEWER LlNE GAS LtNE ELECTRICAL LINE COMMUNICA.TIONS LINE WATER LINE FENCE CONCRETE ~ • • • OS • --o-- --RD-- ___ , __ _ [ IF WORKERS ENTER MN TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET TI-IE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3JB, IT SHALL BE SHORED ANO. CRl8BED. THE CONTRACTOR ALONE SHAU. BE RESPONSIBLE FOR WORKER SAFETY AND AHBL ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHAl..l MEET THE REQUIREMENTS OF THE WASHINGTON lNOUSTRIAL SAFETY AND HEAi.. TH ACT, AN AUTOCAD DRAWING FILE IS AVAILABLE TO ASSIST WITH SITE LAYOUT. PU.ASE NOTE THAT ELECTRONIC FILES ARE PROVIDED FOR comRACTOR'S CONVENIENCE ANO SHALL NOT REPLA.CE NOR BE useo TO SUBSTifUTE THE CONTRA.CT DOCUMENTS THE CONTRACTOR IS RESPONSIBLE FOR PROJECT LAYOUT ACCORDING TO CONTRA.CT DOCUMENTS A.NO COST FOR ELECTRONIC AUTOCA.D FltES. PHONE: (:2S3) 38J.2422 NAVO 1988 VERTICAL DATUM ON ORTHOMETRICALL Y CORRECTED GP$ OBSERVATIONS USING WSRN AND GEOID 2012A. ASP"-'l.T CONTOUR MAJOR INTERVAL CONTOUR MINOR INTERVAL r CHAPTER49.17RCW. /' FILL SPECIFICATION FELL MATERIAL SHALL NOT CONTAlN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC. OR WHICH OTHERWISE V1<)LA TE ANY STA TE. FEDERAL, OR LOCAL LAW. ORDINANCE. CODE. REGULATION. RULE, ORDER. OR ST ... NOARO, FAX: (253) 383-2572 CONTACT: WILLIAM FIERST. P.E UTILITY NOTE CHECKED INTO CITY OF RENTON BENCHMARK 1852 ELEV:454.76 BASIS OF BEARING W.O 19a3" WASHINGTON STATE PLANE NORTH PROJECTION. BASED ON GPS OBSERVATIONS USING WSRN ANO GEOID 2012A. UNITS OF MEASUREMENT ARE US SURVEY FEET. CHECKED INTO CITY OF RENTON HORIZONTAL CONTROl POINTS 1852ANO 1651. 1651: BRASSOlSKATNE 4TH ST ANO 140TH A.VE SE. 1652: BRASS DISK AT NE 4TH ST ANO 148TH A.VE SE:. --xxx-- ···0)----=-- -REC\:\\ Tf:D VICINITY MAP NOTTO SCALE PRECONSTRUCTION NOTES 1. PRE-CONSTRUCTION MEETING 2 POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE Of" CONSTRUCTION SIGN) 3. Ft.AG OR FENCE ct.EA.RING LIMITS. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. GRACE AND INSTALL CONSTRUCTION ENTRANCE(S). 8. INSTALL PERIMETER PROTECTJON {SILT FENCE. BRUSH BARRIER. ETC.). 7. CONSTRUCT SEDIMENT PONOS ANO TRAPS 8. GRADE ANO ST ABIUZE CONSTRUCTION ROADS 9. CONSTRUCT SURF A.CE WA.TER CONTROl.S (INTERCEPTOR DIKES. PIPE SLOPE DRAINS. ETC.) SIMULTA.NEOUSL Y WITH CLEARING ANO GRADING FOR PROJECT DEVELOPMENT. 10_ MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX O OF THE SURFACE WATER DESIGN MANUAi.. ANO MANUFACTURER'S RECOMMENDATIONS. 11. RELOCATE EROSION CONTROL MEASURES OR INSTAI..L NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION ANO SEDIMENT CONTROL IS f,J,.WAYS IN ACCORDANCE WITH THE CITY'S EROSION ANO SEDIMENT CONTROL STANDARDS. 12. COVER ALL AREAS THAT WILL BE UNWORKEO FOR MORE THA.N SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW. WOOD FIBER MULCH. COMPOST. PLASTIC SHEETING. OR EQUIVALENT. 13. STABILIZE ALL AREAS THA.T REACH FINAL GRADE WITHIN SEVEN DAYS. 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE ST ABIUZEO ANO BMPS REMOVED tF APPROPRIATE. SHEET INDEX SHEET NUMBER ISHEETTITlE C1.0 ~COVERSHEET C2.0 TESC AND DEMOLITION PLAN c::;o-··· GRAD1N·G-ANO DRAINAGE PLAN -WEST c3.1 GRADING AND ORA1NAGE PLAN -EAsT "'' NOTES ANO DETAILS w NOTES ANO OET AILS =-:::;-1 <b C4.2 l';iil,1111 ~~ THE LOCATIONS Of EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY ANO HAVE NOT BEEN INDEPENOENTL Y VERIFIED BY Tl-IE OWNER OR ITS REPRESENTATIVE.. THE CONTRACTOR SHA.LL DETERMINE THE EXACT LOCATION OF A.LL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONS1BlE FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXA.CTL Y ANO PRESERVE ANY AND All UNDERGROUND UTll.lTlES. AHBl ASSUMES NO LIABILITY FOR THE LOCATION OF UNOERGROONO UTILITIES. 1,:,;..:' , --·; ' Cht>ci<ed tor COmi,l,ance to City Standards mGJSil -. """" r. KATQIU.. NO. REVISION """"I. """"" -lll. F1tRST BY I DATE l APPR Know whafs below. Call before you dig, C'"" ~----· --."' '.j,i'il \..,J~~ •• -:,,j • .:...Jf'1 PLANNING DIVISION CUP-SET AS NOTED -==::.~ * --.. , ::.~ ;R CITY OF RENTON Plonning/Building/Pub!ic Work$ Dept. ·-·-=--· -----.. ::-..:::r==:.: ····--·· ....... .::.•.-.::.::.:::-..:... TAC OM A· SEATILE • SPOKANE • TRI-CITIES 2215 North 30th Stn,et. Suite 300 Tacoma, WA 964031 253.3831422 m. 25,1.383.2572 !'o\X --3h:l!.com wa MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL PORTABLES CUP 16 W.Y 2016 ...- RENTON SCHOOL DISTRICT COVERSHEET C1.0 ~, A!-ININININIAIAI I t; w il • ~ • " I ~ CJ) CJ) r:i.. 0. 0. w -' CD <( I-a: 0 0. -' 0 0 ::r: 0 CJ) >-a: <( I-z w :::; w -' w CJ) I-::r: S2 w ::r: 0 0 0 ::: w -' 0. <( :::; .I ' Knowwhafsbelow, Call before you dig, ·,. I, ~ ~ ·~ r. " '· ;:: ) ,, , I~ ··--.... l~ ' '" ~t! ' / . './ .·-. . y . .. ,,n~O"'"•··· d I -~'., DEMOLITION NOTES 1. DEMOLITION: IT IS THE INTENT OF THE WORK UNDER THIS CONTRACT TO INCLUDE THE OEMOLJTION OF ALL EXISTING SITE IMPROVEMENTS AS lNOICATED BY TH!S SWEEPING. SEDIMENTS SHALL NOT BE WASHED DOWNSTREAM. SPRAY EXPOSED SOILS WITH WATER TO PREVENT OUST. RUNOFF SHALl NOT BE CREA TEO BY SPRAYING. EROSION CONTROL MEASURES SHAU BE PROVIDED THROUGHOUT CONSTRUCTION • • •. ;/ /-'), . , / . <., '.,-,'/ .,-,=:.,,~s~}'.,.."'"~!-.•. , ;~ ,: -: -. \::~;".:_·_·;·~, ': tf7c;':C.~@f 1 ~. ) --··•-}( J . " .. //. ~J.;-,.,, · 1 w-7.,.,,, © ·r .~ © .. ,,, , ·1 , I . . . . ·~. < ! '"";·\!'.:"' V ."·.· ':.• c'"'.),·-:·.,;/. / ':._ .... · ..• ·-.,~. -.,,: '" . -,•' -~--,. . ©--<1'~ ,' '''/'.''/, / L-,. .• ,, v0 . . .I ;"13 ~' .. V ' -,--;-;,J~ ', .:::·:;,· ··--..,.;_;-;~ •.. ~.:;:-;' ;,:,rl'~;,;;;· . ·:,© ji1' '1T///,/ .. ,., ,· , ',•/? ' ···. _/' ,, . . ; ······ ,,. ~ ·4'" / . ' . /,, -~ ~-.~30-~~,;,;:!:_~~~; ' ,\ ,, .\'-'i(.,, '· ", -·--·· ·,, . ··-:,;,-,,. ' /;· ,//' z{'/ .. -'-,.:(-:: -----G -----G-----G-·- ====····- ··!'"- .,:;;-;;,..,,:~.-;·; CUP-SET ---AS NOTED .....-::::=:,=,.., ' '"""' F. KA.TONA N © DRAWING OR AS REQUIRED FOR NEW CONSTRUCTION. IT IS THE CONTRACTOR~ RESPONS!B1LITY TO FULLY REVIEW THE SITE CONDITIONS ANO TO CORRELATE THESE OBSERVATIONS WITH THE PROJECT WORK 7. AND INCLUDE AU. NECESSARY DEMOLITION. WHETHER SHOWN OR NOT. ANO INCLUDE PROTECT EXISTING PLANTS ANO VEGETATION TO REMAIN ALL SUCH COSTS IN THE BASE BID. 2. CLEARING: IT 1$ THE INTENT OF THE WORK UNDER 1l-11S CONTRACT TO CONDUCT AU. CLEARING NECESSARY TO BE ABLE TO COMPLETE Ali THE WORK OF THIS PROJECT. 3. CONTRACTOR SHALL LEGALLY DISPOSE Off THE OWNER'S PROPERTY, ALL DEMOLISHED 6. PROTECT EXISTING UTILmES ANO PAVING WITtilN THE WORK LIMITS NOT SPECIFICALLY lNOlCATED FOR DEMOLITION. RAISE EXISTING UTIL!TlES TO FINISHED GRADE REPLACE DAMAGED PAVING 9. SEE SHEET C4.1 FOR TEMPORARY EROSION AND SEDIMENT CONTROL NOTES AND DETAILS. AND REMOVED MATERIALS. UNLESS 10. SEE SHEET C4 1 FOR MULCH NOTES. INDICATED OTHERWISE . 11. HYOROSEED ALL NON-PAVED DISTURBED 4. BACKFILL AND COMPACT ALL VOIDS AND AREAS PER SHEET C4.1 DEPRESSIONS OCCURRING AS A. RESUL. T OF DEMOLITION A.CTMTIES wrTH APPROVED 12. SEE El.£CTRICAL Pl.ANS FOR DEMOUTION BACKFILL. OF EXISTING ELECTRICAL SERVICE. 5. REMOVE EXISTING SOD A.NO TOPSOIL AS NECESSARY TO PROVIDE IMPROVEMENTS ConmACTOR SHA.LI. DISPOSE OF EXCESS SOD ANO TOPSOll OFFSllc. 6. SEDIMENTS TRACKED ONTO PAVED SURFACES SHAU BE REMOVED BY 13. CONTRACTOR IS RESPONSIBLE FOR RESTORING GRASS AND SEED INCLUDING WATERING UNTIL Fl.JU GRDWTI-t IS ACHIEVED. DEMOLJIIQN LEGEND DE MOU SH EXISTING ASPHALT PAVEMENT BUILDING DEMot.mON SAWCUTUNE DEMOLISH EXISTING UTILITY DEMOLISH EXISTING CONCRETE TESC LEGEND 1,,;;;, ,. , ··,:,:•,<·1 r::::::::::,] /-/ ,,.,, h' /-/ /-/ . · INLET SEDIMENT PROTc:CTlON ~ CONSTRUCTION ENTRANCE t~m @w ~ CLEARING LIMITS SllTFENCE KEYNOTES ·----------· 0 PROVIDE CONSTRUCTION ENTRANCE. @ 0 PROVIDE INLET SEOlMENT PROTECTION. D F (":EI VE 0 0 COORDINATE REMOVAL OF CONTAINER WITH SCH00l:Ol5m1CT. 0 PROTECTE~STINGO<SPERSAL TRENCHES. MAY 1 S 2016 © PROTc:CT EXISTING PORT ABLE ANO RAMP. © -<"~""'~'\I DEMOUSHEXISTINGCONCRETEMOWCURB. (,.·:'""\f O:r ~i. .. ~! . '_ -~-] 0 oEMOUsHexisT1NGFENCE. PLr,;,,:N1NG Di.JoS!ON GRAPHIC SCALE 0 10 20 40FEET Lr.~ I 1·,. 20 FEET ![Jf'l ~ ffi;-~-~1£, --· f om Checked tor CCmpiance to City Slandatds mGJm'II ~ CITY OF RENTON .. NOnc:t TACOMA· SEATTLE • SPOKANE • TRI-CITIES -··---· ------· =.'-!:,::5i°-::.,i 2215Nooh3Cllt!Street.5ute JOO Taooma, WA 9640: ..:.•.•..::=:.:::=a..:.. 253363.2422 ra 253.383.2572 FAX wv,w.aillta:m \\U MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL PORTABLES CUP RENTON SCHOOL DISTRICT -16 ~y 2016 ...-----I .':.':.. I I w. AERST F---~ Plonning/Buildin,;i/Public WOl'k$ Dept. TESC AND DEMOLITION PLAN C2.0 .... 2 ""7 NO. REV1Sl0N BY DATE I APPR I -. """""' --· AI-ININININIAIAI § ch en a. a.. a.. I w LU ~ ...J co t, <( w I-a a: ~ ~ ~I ...J 0 ~I a: <( I-z LU :a; LU ...J LU en I- I \2 LU I 0 0 0 s:: LU ...J a.. <( :a; ·• , I -''ll"!!iill! . a la Iii! • ; 7; '""""i Know what's below. ' . -·-,.. __ \, :',"-... ,,.,. ____ " -, "·\ ' ·;:: ···\-- i I X -0-----.j X I X I X I X ': )' ! <.',. -'fi ··· ... /:" . ''(- /' '"'""; 1'...it:·.-.HC·WA~R N:178539.92B2 ;~!~si;4 ' ' . --' ----' ---' <"S .. 't;i .,,~FG; 405.30 ! FG: 4~6.27 ·------·,·''"'-'':''''.\-m-,;;,:;;.: t' )·'J:/f/ / /;-,// -- ~"'"'"'"' ~TCHE>\,-' 'X'' _'"_' / < / / •, • .. "'" ,,;,>°'' c.;, j 1,;_i ; if --•, ,. ·/ ,, , ,7 /ref 1··1 . -· --:· " ti r'i ~~: .,. J ; .. ~~--,. . ..•. f ---., -,/ 0---...:;· ~G.00,0,/-'-~/ --">""l.FG40850;;/ /,' // -,/ /--,--E /' ,, J/ / ,/ C/ / >i '" , J = [c:F" ·--« ,f "1----h. > B -} '! ' I ' PORT ABLES "' .,, .,i' ·// j . ' " •• c/ . . FG,0,35_ , , I J,'S\_ e,;: 1' / + /1· ,C j fi! \,t:·' o '/ ' ,J S,'TYP.8" ,· . 'll-, =, =-" ~_" . --· J• ,, • -= ..".._ , :---' .ll----. 'a;\,, -/ /,• , , ,~ -~ -==--__ ..-,,_ -~--... -;c_____,,,_ K -"',-------, /_/ · --'" •· '.~ ':: Ii ,-· -·-/·-·- _,A, /Cf.;-, • --~ ' I , 5 -__, ,, CBTYPE1 , ' CB" RIM:404.30 !E:401.80 CB'2 CB TYPE t '\. RIM; 404.30 lE: 401.80 L::: \ ·-,, ---~ ----·- ,•'.i / • I I -' -, I I I I I I , .. ,,,, ~,.,.\ ~· , .. 1··-~;cy;;>I I I -+i.1 .I "f : I -, I I . ! ;,:t . ;!/ I / -, ~:--r7·~ ,/' I I r/ : / , . ,/ . ··i.1l,;~-: :-,:_,' / / ,, .. 'X-·1'· ;, ; ~;., /. // . / . ' ., , I L··/· //I ,, ·-------' ~-·-I I I I ,,-I "":'. I '"-" j{'/T7-Y-rji r · / // •lli L... ... ! i _, _;:;-:.,, ~,,,., Q) 1 / ,-;-,, "' , <. I ' > I I·,~-I / I ' / I I' ,_, I ./ . , I 1,/ I I'-'/ /•c-·I L ... / . / ,/ /./ • ···-. ::.:.··· .. :::_::::· ----: I I I I I CUP-SET -=='="~ -. """' AS NOTED F. KArotlA I --® ~ Call before you dig. -w. f'lERST BY APPR OAIT ~-COWf()RT NO, REVISION N CD GRAPHIC SCALE 0 5 10 lir-i\iiir"I 1"" 10 FEET 20FEET I GENERAL NOTES 1. CONTRACTOR SHALL VERIFY EXISTING AND PROPOSED GRADES BEFORE COMMENCING WORK. CONTACT ENGINEER IF ACTUAL GRADES DO NOT REFLECT GRADES OF TOPOGRAPHICAL SURVEY 2. ADJUST EXISTING UTILITIES WITHIN WORK LIMITS TO FINISHED GRADE. 3. A1..L ROOF DRAIN LINES SHAU. BE 6" PVC@ 1.00% MINIMUM. W1TH 1-FOOT MINIMUM COVER. All ROOF DRAINS SHAU BE CONNECTED TO A STORM DRAIN CATCH BASIN. SEE BUILDING PLANS FOR@ EXACT DOWNSPOUT LOCA T10NS. CLEANOVTS PER DET All 3 TYPICAL. · C4.0 BEOOING ANO BACKFILL IN PIPE TRENCHES PER DETAIL@ C4.0 5. ENSURE POSITIVE DRAINAGE: MAINTAINED AWAY FROM PORTABLES. SOIL SH.ALL NOT BE PLACED AGAINST SKIRTING. 6. CLEANOUTS REQUIRED AT ALL CHANGES OF DIRECTION AT 100-FOOT MAXIMUM SPACING AS INDICATED. 7. A.LL EXCESS SOIL MATERIAL AND CONSTRUCTION WASTE SHALL BE DISPOSED OF AT AN APPROVED QFf.SITe LOCATION 8. ROOF DOWNSPOT LOCATION PER DETAIL~ f@ RESTORE lRRl(;A TION IN DISTURBED VEGEl A TION AREAS 10. RESTORE DISTURBED LAWN AREAS WITH TOPSOIL ANO HYOROSEEO PER HYROSEEDING NOTES ON SHEET C4. 1. 11. SEE SHEET C4.1 FOR SURFACE WATER STANDARD PLAN NOTES. 12. PROVIDE lYPE 1 AND TYPE 40 CATCH BASINS PER@ANo@ LEGEND CHAIN LINK FENCE ~x---x -G:'\ 1 .• ·-: •. 16"\ ~ ~ CONCRETE MOl.'\I CURB ASPHALT PAVEMENT 1·vyc;x:··-J w "-"·"'~ HYOROSEED ~ ·-~ 4 1· ---:----i@ C'2 GRADE BREAK Ga DITCH LINE --->---- KEYNOTES 0 PROVIDE ASPHALT PAVEMENT PER @ 0 0 0 0 © 0 0 0 PORT ABLE CLASSROOM PER MANUFACTURER'S DRAWINGS. PORTABLE RAMP PER PORTABLE CLASSROOM MANUFACTURER'S DRAWINGS. PROVIDE CONCRETE MOW CURS PER@ PROVIDE GRAVEL FIUED TRENCH WITH NOTCHED BOARD PER @ NOTCHED MOW CURB@ CONTRACTOR SHALL OVEREXCAVATE ANO PROVIDE 4" GRAVEL BELOW" PROPOSED PORTABLE EXTENDING 1' BEYOND PORTABLE WALL GRAVEL SHALL CONFORM TO WSDOT 9-03.9(3} TOP COURSE, 95% COMPACTION. SLOPE AWAY FROM BUil.DiNG AT 2% PROVIDE TACK COAT ON PAVEMENT EOGE~O.HOT.TAR SEAr D ATJOI',. RFl :b.:,Vt: PROVIDE 6-FEET HEIGHT CHAIN UNk fENClcPER ~ MAY l Ii 2016 0 -ir-1'1"~171""\ ... C'"f'! r •~~• ., .... ~~1,N!NG mm ~~ 1 l Ctiec:ked tor COmpllance to Cily Stallda.tds mmm11 ;R CITY OF RENTON Plonning/Building/Public WorkS Dept. ~ TACOMA· SEATilE • SPOKANE • TRl,,CITIES -·----· -----· ::.:-"-~=-===-·= -· .. ·--··---·-··----· -· ... -· .. ---2215 North 30th Street. Suite 300 T&coma, WA 9840: 253.383.2422 TEI. 2533832572 FU -.arbla:m WEB MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL PORTABLES CUP RENTON SCHOOL DISTRICT GRADING AND DRAINAGE PLAN -WEST -16 MAY 2016 ---C3.0 3 ... 7 A\-ININ\NINIAIAI w al z 9 a ~ .. I ~ en en fl. C. C. w ..J CD ~ a: 0 C. ..J 0 0 I (.) en >-a: <C t-z w :ii w ..J w en t- I (!) jjj I Cl 8 ::: w ..J C. <C :ii • I , .; .. I ; I • ... ; ... 1ft:0 ,·~ ~ ,, IL I I I. I I I I ·~-'"•,---~ ... 'l • ,' / '·-- ... ;/ ,"'. ",_ '·,."'. ,// /'.. / ·,, / ;;/ " )i. ·, ',,/ /'>c /,/ fr" / ,/:; _;...~v• / FG: 406.70 / "G:4~~~---~=· ! Ji" ''"'.'Fl I I./,::~,,-,-:~ .. -::~",,..,.. ~,.r,,F~ AREA DRAIN #4 CB TYPE40 RIM: 406.00 IE:40l.50 . .• . I 0 / • • / •. • I •1 . ., ;/ . . . :,. ~-:. ' t: / '. •. :. . .. -0, ,. ~{J le.. S ATCHEX~~ ·+ "'s-e:s,"f'~~fo,,""'~'ffe'"<, ;J ,, . ·" 0--J, I' ., ,. ' ,. ,.,,., ··.· 'cf .. , !\ C • ""~-~ I c;~-~\ ' ;',fli;\;C)!,,!Jif I ,,,,_ ---;• / /. ; ' ' . ·, , \• ·o)S~ ;" FFE•409'1D, • ,,,, ',' ~: 4~~1 -.. --··, _'_ .re, j / "T.c .• / . ;1:: ·-' : ~1,, {ifi;'/~ . .,,. . r . . . . ' 11 '"'·· . , ,,.,. .. , !:r•. V . . · ;f · .d :ft:'';g.;,,;5,,,0: ... • . . "I'"' ·"\ J,("~-:;}',\'<C-"''::-'> "!cN_, • • I" 1 I -;o.,. -....,., ..• ,, •... r· +f . / .. ._£tJ . ~i,,~ft· I -· .. . ~- :,:; ··-<'·<:.. . ... ., -,~~~ j_~-~~ .. ~---_D4--;-:-i ' L/'/' ~ -.---~ • ,-L • ,, ",._ ·--- Know w11ars below. Call before you dig. NO. C8#3 CB TYPE 1 RIM· 405.75 lE:402.25 REVISION BY FG: 406.70 FG: 406.00 CB #4 CB TYPE 1 RlM:405.75 IE: 402.25 -...... -F. KATONA -··= DATE I N'PR 1---;, COWORT CUP-SET JS NOTED --' £~ ..=a.:'\~ ~. N (!) GRAPHIC SCAJ.E 0 5 ,o L.-J><t..-; 1"= 10 FEET 20fEET I GENERAL NOTES 1. CONTRACTOR SHALL VERIFY EXISTING AND PROPOSED GRAOES 8EFORE COMMENCING WORK. CONTACT ENGINEER IF ACTUAL GRADES DO NOT REFLECT GRAOES OF TOPOGRAPHICAi.. SURVEY. 2. ADJUST EXISTING urn.mes WITHIN WORK LIMITS TO FINISHED GRADE. ALL ROOF DRNN LINES SHALL BE 6" PVC@ 1.00% MINIMUM. WITH 1.fOOT MINIMUM COVER. Al..1. ROOF DRAINS SHALL BE CONNECTED TO A STORM DRAIN CATCH BASIN. SEE BUILDING PLANS FOR EXACT DOWNSPOUT LOCATIONS. ClEANOUTS PER DETAIL ~ TYPICAL ~ 4. BEDDING AND BACKFILL IN PIPE TRENCHES PER DETAIL@ c,o 5. ENSURE POSITIVE DRAINAGE MAINTAINED AWAY FROM PORTABLES SOIL SHALL NOT BE PLACED AGAINST SKIRTING, 6. Cl£ANOUTS REQUIRED AT AU CHANGES OF DIRECTION AT 1 00-FOOT MAXIMUM SPACING AS INDICA TEO, 1. Al..1. EXCESS SOIL MATERIAL ANO CONSTRUCTION WASTE SHALL BE DISPOSED OF AT AN APPROVED OFF-SITE LOCATION. 8. ROOF DOWNSPOT LOCATION PER DETAIL~ ~ 9 RESTORE IRRIGATION IN DISTURBED VEGETATION AREAS. ,o, RESTORE DISTURBED LAWN AREAS WITH TOPSOIL ANO HYOROSEEO PER HYR0SEE01NG NOTES ON SHEE, C4.1. 11. SEE SHEETC4.1 l'OR SURFACE WATER STANDARD PLAN NOTES. \2. PROVIDE TYPE 1ANDTYPE40CATCHBAS!NSPER@AND@ LEGEND CHAIN LINK FENCE CONCRETE MOW CURB ASPHALT PAVEMENT HYOROSEED GRADE BREAK Dl"TCHLINE KEYNOTES -X-X @ I . . @ C.:., . • j 2 C,1 I; .,;•;,:;a.•,;;;;,1;j w ~ I~ .. ~ •. ·'@ ·-->---- 0 0 0 PROVIDE ASPHAl. T PAVEMENT PER @ PORTABLE CLASSROOM PER MANUFACTURER'S DRAWINGS. PORT ABLE RAMP PER PORT ABLE CLASSROOM MANUFACTURER'S DRAWINGS. 0 PROVIDE CONCRETE MOW CURB PER@ © PROVIDE GRAVEL Fil.LEO TRENCH WITH NOTCHED so~ PER @ (";\ NOTCHED MOW CURB ~ \V ~ CONTRACTOR SHALL OVEREXCAVATE ANO PROVIDE 4" GRAVEL BELOW PROPOSED PORTABLE EXTENDING 1' BEYOND 0 PORTABLE WALL GRAVELSHALLCONFORMTOWSDO}. - 9-03.90) TOP COURSE. 95% COMP[ct•ON-· st'Oiae.'AWAY FR6Mc· D su,1.01NGAT2%. ,( t"" l . CI V r,;'\ PROVJOE TACK COAT ON PAVE.ME T EDGEsANci HOTT AR SEAL \.V AT JOINT. MAY 1 S 2016 C ,-.. ---~e:·· ... .,.,, ... ~-. "'·"' ........... __ ; .. •,a pu .. ~'\.J<C i!l~ ~ Jr"'#'A~ ~t?iimtp Checked fO< Compliance IO City Stanoards mm·m11 ;R CITY OF RENTON Planning/Building/Public Won<S Dept. -·-=---TACOMA• SEATTLE· SPOKANE ·TRI-CITIES -----· =--=.~i:.i .::.·.·~:.:::::::"'..:... 2215 North 30th Street. Suite 300 T8COOIII., WA 9840: 253.383.2422 Ta 253.383 2572 f.0.X -.attli.C(ITI WEIi MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL PORTABLES CUP RENTON SCHOOL DISTRICT GRADING AND DRAINAGE PLAN -EAST -16 MA.Y 2016 ...-- C3.1 ,4. .. 7 A!-ININININIAIA w ~ ~ :,i a • • I g ch Cf) ci.. 0.. 0.. LU ...J C) ~ er: 0 0.. ...J 0 0 I (.) Cf) >-er: ~ z LU :a; LU ...J LU Cf) I- I ~ LU I 0 0 0 3: LU ...J 0.. <( :a; ADAPTER SKIRT RETRIEVAL STRAP /j I OVERFLOW GEOT'EXTILE ~ -tl ..... I t (TO BYPASS FABRIC / I, PEAK STORM VOlUMES) ,.. CATCHBA5!N..... V/I ,1-11 ·.U ~ llj •// %1 SEDIMENT ACCUMIJLATION CD ~~~';!, SEDIMENT PROTECTION ,. RAISE -112" WIDE BORDER NOTES: 1. PIPE MATERIAl AS SPECIFIED BY THE ENGINEER 2. PIPE DIAMETER AS SHOWN eERetAN JOOO psi ClASS C CONCRETE (TYP.) {LANDSCAPE AREAS ONLY) ,,,. 12'0 . tiJKL-rl=t_ .. I · 1::-". ~ .. .:) L-::=,. ' )I';/ G A~NDCOYER . . 7 CAST IRON RIN .· ..... ··. ·. · .. ·. . -·-~~=======cc=cci+-PLUG T~ ~~~~ .... ------U ~~~EWERJOINTS ·-'~: -~a.~~"·····-·· ; 0 ~.~~!~OUT EDGE OF EXISTING PA".'fMENT EXISTING FRONTAGE ROAD GEO TEXTILE C/>.Ic:H BASIN INLET PROTECTION NOTESA.S_I\PPLICABLE• 1. PLACE CONCRETE BLOCKS LENGTHWISE ON THEIR StOES IN A SINGLE ROW AROUND THE PERIMETER OF THE INLET, SO THAT THE OPEN ENDS FACE OUTWARD. NOT UPWARD, THE ENOS OF ADJACENT Bl0CKS SHALL ABUT. THE HEIGHT OF THE BARRIER CAN BE VARIED, DEPENDING ON DESIGN NEEDS, BY STACKING COMBINATIONS OF BLOCKS THAT ARE 4 INCHES. ANO 12 INCHES WIDE. THE ROW OF BLOCKS SHALL BE AT LEAST 12 INCHES. BUT NO GREATER THAN 24 INCHES. HIGH. Pl.ACE WIRE MESH OVER THE OUTSIDE VERTICAL FACE (OPEN END) OF THE CONCREiE BLOCKS TO PREVENT STONE FROM BEING WASHED THROUGH THE BLOCKS. USE HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 112 INCH OPEN!NGS. ,FILTE~!~~~~~~~i~~--- TX 2" BY 14 GA WIRE--......._ FABRIC OR EQUIVALENT. AFFIX TO POST PROVIDE3/4"-11/2"WASHED----.... GRAVEL BACKFILL IN TRENCH ANO ON BOTH SIDES OF FILTER FENCE FABRIC ON THE SURFACE " . '· PILE STONE AGAINST THE THE WIRE MESH TO THE TOP OF THE BLOCKS USE 3/4 TO l INCH GRAVEL Pt.ACE WIRE MESH OVER DROP INLET SO THAT THE WIRE EXTENDS A MINIMUM OF 1 FOOT BEYOND EACH SIDE OF THE. INLET STRUCTURE. USE HARDWARE CLOTH OR COMPARABLE WIRE MESI-I Of 112 !NCH Of>f:.NINGS. If MORE. THAN ONE STRIP Of MESH IS NECESSARY. OVERLAP THE STRIPS 2"X4"WOODPOST------J?'%HI I f OR STE.El FENCE POST -----;__ 5. PLACE Fil TER FABRIC OVER WIRE ME.SH. PL.A.CE 314 INCH GRAVEL OVER WIRE MESH. THE DEPTH Of STONE SHA.LL BE AT LEAST 121NCHES OVER THE ENTIRE INLET OPENING. EXTEND THE STONE BEYOND THE INLET OPENING AT LEAST 18 INCHES ON Ali SIDES . 6. IF THE STONE FIL rER BECOMES CLOGGED WITH SEDIMENT. THE STONES MUST BE PULLED AWAY FROM THE INLET AND CLEANED OR REPI..ACEO 7. JF THE CB GRATE BECOMES ClOGGED WITH SEDIMENT. CONTRACTOR SHAU BE RESPONSIBLE TO JMMED1ATE.l Y CLE.AN OE.BRfS FROM GRATE. FINISH GRADE ROOF DOWNSPOUT .. SEE ARCHITECTURAL~ DETAILS. «aREDUCE~ BUSHING (Sxt-1) • _.- 4i4 45• ELBOW /~G) FLUSH W,FINISH GRADE ~ - ,. FOUNOA TION • SEE STRUCTURAL DETAILS. ~ ~ ]~ ~9.LE; ""' """ l!!UD FROII YEI 0 ~!~!,!ENCE ROGOO "''""' 2"X7BY14GA WIRE FABRIC OR EQUIVALENT '2" X 4" WOOD POSTS. STANDARD OR BETTER, OR STEEL FENCE POSO 1't.llN PROVIDE EXTENSION AS REQUIRED (0.1., CONC.) (CPEP, CMP. PVC/ ~\ "" '/ 6'ROOF DRAIN.../; I ~ CONNECTTO ~ -~ STORM DRAIN 6x4 EXTENDED Bl!SHING (SxG) 4M 4S" ELBOW (Sl<G) NOTES: 1. COORDINATE OOYVNSPOUT LOCATIONS WITH BUILDING CONTRACTOR NO OFFSETS ALLOWED. 2. ASPHALT PAVING ADJACENT TO PVC PIPE TO BE COlD MIX TO PREVENT MEL TING PIPE. 3. CONTRACTOR SHALL COORDINATE BLOCK OUTS FOR FOOTINGS WITH ARCHITECTURAL AND STRUCTURAL PLANS. BACKFIU PAVED AREAS ANO WITHIN R.O.W. CRUSHED SURFACING TOP COURSE. WSDOT 9-0J.9(3) 95% COMPACTION. 6" MAXIMUM LIFTS . NATIVE MATERIAL MAY BE USED IF IT MEETS THE REQUIREMENTS OF STRUCTURAL fill ANO COMPACTION CAN BE ACHIEVED AS APPROVEO BY THE GEOTECHNICAL ENGINEER. BACKFtu.. UNPAVED AREAS NATIVE MATERIAL OR GRAVEL BACKFILL FOR PIPE BEDDING, 90%. COMPACTION. 12" MAXIMUM NO,S LIFTS. /;, ·1 . ' .. . . ' . --· -' SU8GRADE ELEVATION PIPE "5 SP€C1FIEO ON PCANS 0 ~~a'?!, DOWNSPOUT CONNECTION BACKFILL MATERIAL SHALL NOT HAVE PARllCl.E SIZE GREATER THAN 1"WITH!N 6" OF THE PIPE OR THE CONTRACTOR HAS THE OPTION TO USE GRAVEL BACKFILL PIPE ZONE BEDDING CONFORMING TO WSDOT 9--0J.12(3) J ~9csS•,;:~1~E ~1 , .• ,N •:c,' . -i1E:11Fii11 t.D. • 30" GRAVEL BACKFIU FOfl PIPE ZONE BEDDING PER WSD0T9--0J.12j3). 95"!o COMPACTION 'q,. ;'¢,, . 4" • 8" QUARRY SP ALLS 5 ~~!?,!?!NG AND BACKFILL PIPE IN TRENCHES CONSTRUCTION ENTRANCE NOTES: 1. MATERIAL SHALL SE 4--lNCH TO 8--INCH QUARRY SP ALLS ANO MAY BE TOP-DRESSED WITH 1-INCH TO J.INCH ROCK. (STATE STANDARD SPECIFICATIONS. SECTION 8--15.J THE ROCK PAD SHALL BE AT LEAST 12 INCHES THICK ANO 100 FEET LONG. WIDTH SHAl.L BE THE FULL WIDTH Of THE VEHICLE INGRESS AND EGRESS AREA. J. ADDmONAL ROCK SHALL BE ADDED PERIODICALLY TO MAINTAIN PROPER FUNCTION OF THE PAD 4. IF THE PAD DOES NOT ADEOUATEL Y REMOVE THE MUD FROM THE VEHICLE WHEELS. THE WHEE1.S SHALL BE HOSED OFF BEFORE THE VEHICLE ENTERS A PAVED STREET. THE WASHING SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK AND WASH WATER SHAU. DRAIN TO A SEDIMENT RETENTION FACILITY OR THROUGH A SILT FENCE. NOTES: 1. THE FILTER FABRIC SHAU BE. PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE Of' JOINTS. WHEN JOINTS ARE NECESSARY. FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST WITH A MINIMUM SIX-INCH OVERLAP. AND BOTH ENOS SECURELY FASTENED TO THE POST. 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF SIX FEET APART AND DRIVEN SECURELY INTO THE GROUND (MlNlMUM OF 30j J. A TRENCH SHALL BE EXCAVATED.ROUGHLY EIGHT INCHES WIDE ANO lWELVE INCHES DEEP. UPSLOPE ANO ADJACENT TO THE W000 POST TO AI..LOW THE FILTER FABRIC TO BE BURIED. 4 WHEN STANDARD STRENGTI-i FILTER FABRIC IS USED. A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECUREt Y TO THE UPSLOPE SIDE Of THE POSTS USING HEAVY·OUTY WIRE STAPLES AT LEA.STONE INCH LONG. TIE WIRES. OR HOG RINGS. THE WIRE SHALL EXTI:NO INTO THE TRENCH A MINIMUM OF FOUR INCHES AND SHALL NOT EXTEND MORE THAN THIRTY SIX INCHES ABOVE THE ORIGINAi.. GROUND SURFACE. S. THE STANDARD STRENGTH Fil TER FABRIC SHALL SE STA.Pl.ED OR WIRED TO THE FENCE. ANO TWENTY INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN THIRTY SIX INCHES ABOVE TI-IE ORIGINAL GROUND SURFACE. Fll TE"R FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 6. WHEN EXTRA.STRENGTH FILTER FABRIC ANO CLOSER POST SPACING ARE USEO. THE WIRE MESH SUPPORT FENCE MAY BE EUM!NATED. IN SUCH A CASE. THE FILTER FABRIC IS STAPI.ED OR WlRED OIRECTL Y TO THE POSTS WITH AU. OTHER PROVISIONS Of STANDARD NOTE (S) APPL YING. 7. THE TRENCH SHALL BE BACKFILL WITH 314 INCH MINIMUM DIAMETER WASHED GRAVEL. 8. FILTER FABRIC FENCES SHALi. SE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE. BLJT NOT BEFORE THE UPSLOf>f:. AREA HAS BEEN PERMANENTLY STABILIZED FILTER FABRIC FENCES SHAU BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL ANO AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE tMMEDIATEL Y. 10. CONTRIBUTING LENGTH TO FENCE SHALL NOT BE MORE THAN 100 FEET. 11. 00 NOT INST ALL BELOW AN OUTLET PIPE OR WEIR. 12. DO NOT DRIVE OVER OR FILL OVER fll TER f ABRIC FENCE. £ r»~~4~~ /.,, ''» :.,,,/'\.~\'. CRUSHED SURFACING BASE COURSE PER WSOOT 9.0J-9(3) ~ )$;2',,<.'{:8:.'«,, ~ 12" COMPACTED ::ym_$._0;,~.__'{: SUBGRADE TO 95'k. 1. ALL OEf'TllS SHOVv'N ARE COMPACTED DEPTHS. 2. THE CONTRACTOR SHALL EXPOSE EXISTING fill, PROOF ROLL AND COMPACT TO 95%. If YIELDING CONOfflONS ARE ENCOUNTERED, YIELDING MATERIALS SHAL.l_ SE REPLACED WITH IMPORTED STRUCTURAL flLl MATERIAL. THE DEPTH Of MATERIAL REPLACEMENT SHALL BE DETERMINED BY THE GEOTECHNICAL ENGINEER ASPHALT CEMENT 0 PAVEMENT SECTION 6 NOHOSCALE l~tct:i-v"t:E> MAY 16 2016 C .... , .. --: ~-:'. '"'"""'' ~:" '-1,,l.•-•"-,;t.il PLANl\:!NG' u;·,ii3:0,' $'.4 l>f;?A~ 5. GEOTEXTILE SHALL MEET THE FOLLOWING: GRAB TENSILE STRENGTH 200 SI MIN. GRAB TENSILE LONGATION 30% l.WO:. MULLEN BURST STRENGTH 400 PSJ MlN:AOS 2-4S(U.S. STANDARD SIEVE) Checked for Compllar'l(:e to City Standaros mm1Dil ~-T A C O M A • SEA me · SPOKANE • TRI-CITIES -·-=--· • USE Of' EXISTING PAVEMENT JS PERMISSIBLE UNTIL PAVEMENT FAILS. 0 CONSTRUCTION ENTRANCE L,,..,. '<' --CUP .. rn;,,-;.:;;;_,.-:;;; '"'""--···0 - 0 "-~ ----""'"""'' NOT TO SCALE --.., •• ·---- 1 -...-""""' 1 ---•• , •• , --··---0 PORTABLESCUP······ -------i.1 ...... ---·-- -SET I ---I I ~R CITY OF ....... ---= NVIUJ '""""' Knowwtm's below. Call before you dig. ..... F. l(Altl™, BY I DATE I APPR ~-fl£RST 1 .':..":.r I ·---. ""'""" __ , NO, REVISION ~ ,-RENTON Plonning/Buildi /P . ng ubhc Works Dept. RENTON SCHOOL DISTRICT NOTES AND DETAILS --C4.0 ..,, 5 -·, AI-ININININIA!A! w ~ z B a " C • •• I ~ en en a'.. 0.. 0.. UJ ...J ai < f- [! 0 0.. ...J 0 0 I (.) en >-[! < f-z UJ ::a UJ ...J UJ en f- I ~ UJ I Cl 0 0 ~ UJ ...J 0.. < ::a HYDROSEEDING NOTES 1. HYDROSEEOING, INCLUDING LAWN EST"6L1SHMENT. SHALL BE APPUEO TD ALL DISTURBED NOii-PAVED AREAS. 2. HYOROSEEDING TO BE THE FOUOWING MIXTURE: TYPE OF PROPORTIONS PERCENT PERCENT MIXTURE BY WEIGHT PURITY GERMINATION PERENNIAL RYE GRASS '" "" 90% CREEPING RED FESCUE ""' 90% 90% CREEPING RYE GRASS ""' '5% -HJGHLANO BE ITT GRASS '" 90% "'% ,. APPl!CATION TO BE 100 LBS/ACRE. 4. 500 LB$JACRE 10-20-20 FERTILIZER. 2000 LBS:ACRE MULCH ANO 40 LBS/ACRE SOit STABILIZER TO BE APPLIED WITH SEED MIXTURE 5. SEEDING SHALL MEET REQUIREMENTS OF SPECIFICATION 32 92 00 ANO WSOOT SPECIFICATION 8-02.3(16) MULCHING NOTES 1. MULCH MATERLALS USED SHALL BE HA'!' OR STRAW, AND SHALL BE APPLIED AT THE RATE OF 2 TONSJACRE. 2. MUlCHES SHALL B.E APPLIED IN ALL AREAS WITH EXPOSED SLOPES GREATER THAN 2:1. 3. MULCHING SHA.LL BE USED tMMEOIATEL Y AFTER SEEDING OR IN AREAS WHICH CANNOT BE SEEDED BECAUSE OF THE SEASON 4. AU AREAS NEEDING MULCH SHALL BE COVERED BY NOVEMBER 1. I FLOW TO SECOND END CAP OR PLUG DISPERSAL TRENCH IF c,-rc,=vT:>-~ CLEAN OUT WYE FROM PIPE NECESSARY r. . .J"OR6"PERFORATED PIPE I.AID FLAT/LEVEL ~ TYPE 1 CB W/ SOLID LID COVER · (LOCKING) [ I I .,--TYPE 1 CB ' __Li_/ WI SOLID COVER . :. FlL TER FABRIC 6" M!N. ' INFLUENT PIPE iMAX OE.SIGN FLOW;; 0.5 CFS PER TRENCH) PIPE 0.0. FLOW TO OTHf.R BRANCHING CB'S AS NECESSARY 16'c:j ~·,_,. TMOWCURB .r--~ NOTHCES 2" J 4" OR 6" PERFORATEO PIPE LAID FLAT CLEAN (,;5% FINES 1 JS· -Y," WASHED ROCK) 1. THIS TRENCH SHALL BE CONSTRUCTED SO AS TO PREVENT POINT DISCHARGE ANO/OR EROSION. 2. TRENCHESMAYBEPLACEONO CLOSER THAN 50 FEET TO ONE ANOTHER. (100 FEET ALONG FLOWI.INE) 3. TRENCH AND GRADE MOW CURB MUST BE LEVEL. ALIGN TO FOLLOW CONTOURS OF SITE. 4. CONSffiUCT GRADE MOW CURB LEVEL. GRAVEL FILLED TRENCH CD ~!!!!.~OTCHED MOW CURB ® Know whafs below. Call before you dig. SURFACE WATER STANDARD PLAN NOTES 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER IJTIUTY. 2. BEFORE /WY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING MUST BE HELD BElWEEN THE CITY OF RENTON PLAN REVIEW SECTION ANO THE APPLICANT. 3. ALL DESIGN ANO CONSTRUCTION SHALL SE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE {RMC), THE LA.TEST EDITION OF THE STANDARD SJ'>ECJFICATIONS FOR ROAD, BRIDGE ANO MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), PS AMENDED BY THE CITY OF RENTON PUBLIC WORl<S DEPARTMENT. IT SHALL BE THE SOLE RESPONSIBILITY Of THE APPUCANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION. OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY 4. APPROVAL OF THIS ROAD. GRADING. PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF AtN OTHER CONSTRUCTION (E.G., DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE. GAS. ELECTRICAL ETC.). THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED Pl.ANS, WHICH ARE ON FILE IN WITH THE CfTY. ANY DEVIATION FROM THE APPROVED PLANS WIU REQUIRE WRIITEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. GRADING ACTMTIES (SITE A.I.. TERATION) ARE LIMITED TO THE HOURS OF 7 AM TO 7 PM, MONDAY THROUGH SATURDAY. ANO NO WORK IS A.Lt OWED ON SUNDAY. UNLESS OTHERWISE ~PROVED WITH A WRITTEN DECISION BY THE CllY OF RENTON. 7. IT SHALL BE THE APPLICANT'SICONTRACTOR"S RESPONSIBILITY TO OBTAIN A.LL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATlNG OfFSITE WORK. EASEMENTS REOUIRE CffY REVIEW ANO APPROVAL PRIOR TO CONSTRUCTION. I!. FRANCHISED UTILITIES OR OTHER INSTALLAT!ONS THAT ARE NOT SHOWN ON THESE APPROVED PlANS SHALL NOT SE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS Of CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAi. .t.RE SUBMITTED TO THE CITY Of RENTON 9. DATUM SHALL BE NAVO 88 UNLESS OTHERW!SE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE Pt.ANS. 10. ANY DEWATERING SYSTEM NECESSARY FOO THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBM1mo TO THE CITY FOR REVIEW AND APPROVAL 1,. All UTILITY TRENCHES ANO ROADWAY SUBGRADE SHAU. BE BACKFlt.tEO AND COMPACTED TO 95 PERCENT DENSITY, STANDARD PROCTOR. 12. OPEN CUTIING OF EXISTING ROADWAYS FOR NON-FRANCHISED UTILITY OR STORM DRAINAGE WORK JS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPR0\1£D PLANS. AtN OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION ST ANOAROS. 13. ALL SEDll.CENTATIONtEROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED ANO THE POTENTIAL FOR ON SITE EROSION HAS PASSED. 14. ALL RETENTJONIOETENTION FACU..IT!ES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVJTY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 15. ALL PIPE AND APf>URTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD ANO BRIDGE CONSTRUCTION. THIS SHAU. INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WEU AS PLACEMENT ANO COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE wtU BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHAU. BE AP'WA ClASS "C," WITH THE EXCEPTION OF PVC PIPE. 16. STEEL PIPE SHALL BE ALUt.clNIZEO, OR GALVANIZED WITH ASPHALT TREA.TMENT #1 OR BETTER INSIDE ANO OUTSIDE. 17. ALL DRAINAGE STRUCTURES. SUCH AS CATCH BASINS ANO MANHOLES SHAU. HAVE SOUO LOCKING LIDS. All DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS 18. BUILDING ANO OTHER STRUcnJRES SH.AU BE PI.AC£0 lN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES. 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FOOT BELOW PAVEMENT LEVEL 20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF nt.E DRIVEWAY TO THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES. WHERE REQUIRED, SHA.LL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF 1 FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4-INCH TO 8-INCH ROCK I 40% TO 70% PASSlNG; 2·1NCH TO 4·1NCH ROCK I 30% TO 40% PASSING: ANO LESS THAN 2•1NCH ROCK/ 10% TO 20% PASSING. 21. A.LL BUlLDlNG DOWNSPOUTS AND FOOTING DRAINS SHA.LL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS Af>PROVEO BY THE CITY Pt.AN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS-BUrLT DRAWING OF THIS DRAINAGE SYSTEM wtU BE SUBMITTED TO THE C!TY UPON COMPLETION. 22. DRAINAGE OVTLETS {STUB-OUTS) SHALL BE PROVIDED FOR EACH INOMOUAL LOT. EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB-OUTS SHALL CONFORM TO THE FOLLOWING; EACH OUTI.ET SHALL BE SUIT ASL Y LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS ANO FOOTING DRAINS, DRIVEWAYS. YARD DRAINS. AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR lt-ll'ENOEO USE. EACH OUTl£T SH.ALL HAVE. FREE-FLOWING. POSITIVE. DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. b. OUTLETS ON EACH LOT SHALL 8E LOCATED WITH A 5-FOOT-HIGH, 2-INCH BY 4 INCH STAKE MARKED "STORM" OR "DRAIN." THE STUB-OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE. ANO BE SECURED TO THE STAKE. EROSION CONTROL NOTES 1. THESE NOTES SHAU APPEAR FOR AU. PROJECTS -SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTE WATER UTILITY, WATER UTILITY. ANO TRANSPORTATION Pl.ANS. 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING MUST BE HELO WITH THE CITY OF RENTON. PlJBLIC WORKS DESIGN ENGINEER. 3. THE BOUNDARIES OF THE CLEARING LIMlTS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN{S) SH.ALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX O OF THE SURFACE WATER OE SIGN MANUAL ANO OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHAil. BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APf'LICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. STABILIZED CONSTRUCTION ENTRANCES SHALI. BE INSTA.L.LEO AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES. SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PAOS. MAY BE REOUIREO TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN ANO TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE OU RATION OF THE PROJECT. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LANO CLEARING ANOIOR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER. DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION ANO SEDIMENT FACILITIES SHALL BE MAINTAINED !NA SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING ANOJOR CONSTRUCTION IS COMPLETE ANO POTENTIAL FOR ONSITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT. ANO ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 6. THE EROSION ANO SEDIMENTATION CONTROi.. SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES ANO UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION ANO SEDIMENTATION CONTROL FACflmES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE Of CONSTRUCTION, ff SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES ANO TO PROVIDE ADDITIONAL FACILITIES, OVER ANO ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED. TO PROTECT ADJACENT PROPERTIES ANO WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 7. APPROVAi. OF THIS PL.AN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE. NOR LOCATION OF PIPES. RESTRJCTORS. CHANNELS, OR RETENTION FAClt.rTIES. 8. ANY AREAS OF EXPOSED SOILS, INCLUO!NG ROADWAY EMBANKMENTS, THAT WlLL NOT BE DISTURBED FOR TWO DAYS DURING 1HE WET SEASON (OCTOBER 1 THROUGH MARCH 30} OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1 THROUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHOOS jE..G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) 9. WET SEASON SEASONAi. EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES Cl.EARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPEND1X D OF THE SURFACE WATER DESIGN MANUAL 11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN DAYS. 12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED ANO MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 13. AT NO TIME SHAU. MORE THAN 1 FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. Alt CATCH BASINS ANO CONVEYANCE LINES SHALL BE ct.EANED PRIOR TO PAVING. THE CLEANING OPERATION SHAU. NOT FLUSH SEOIMENT·LAOEN WATER 1NTO THE DOWNSTREAM SYSTEM. 1-4. DURING THE TIME PERIOD OF OCTOBER 1 THROUGH MARCH 30, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER. THAT ARE TO BE LEFT UNWOR.KED FOR MORE THAN 12 HOURS. SHALL BE COVERED BY LtULCH, SODDING, OR PLASTIC COVERING. 15. At('( PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE. NECESSARY EROSION CONTROL MEASURES AND SHAI..L PROVIOE ADEQUATE STORAGE CAPACllY. IF THE PERMANENT FACILITY IS TO FUNCTION UL TlMATELY AS AN INFILTRATION SYSTEM. THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE 80TIOM ANO SlOES ARE AT LEAST 3 FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1), AU DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED lN PREPARATION FOR THE WINTER RAINS. 01STURBEO AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SE£0ED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. ~ PORTABLE CLASSROOM li"FlNE FIR BARK 114"SLOPE ELEVATION MOWCURB~ ~ _j_ c. PIPE MATERIAL SHAlt CONFORM TO UNDERORAlN SPECIFICATIONS DE~BED IN CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL AND. IF NON.METALLIC, THE PIPE SHALL BE Pl.ACED IN A TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABL.E DETECTION MIRAFI MSCAPE GEOTEXTILE WEED FABRIC (1J"4BARSCONT. STOP AT EXP JOINTS d. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH !NDMDUAL LOTS. THE APf>t.lCANTlCONTRACTOR IS RESPONSIBlE FOR COORDINATING THE LOCATIONS OF ALL STUB-OUT CONVEYANCE LINES WITH RESPECT TO OTHER UTILITIES (E.G., POWER. GAS. TELEPHONE, TELEVISION). I. ALL lNDMOUAL STUB-OUTS SHALL BE PRIVATELY OWNED ANO MAINTAINED BY THE LOT HOMEOVv'NER. g. STORM DRAINAGE Pl PE SYSTEMS SHALL NOT PENETRATE BUILOlNG FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, ?ROVIDEO THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE. 23. Alt DISTURBED PERvtOUS AREAS {COMPACTED, GRADED. LANDSCAPED. ere.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED ANO REOISTRIBUTEO TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL, OR: AMENDED SOIL SHALL BE ADDE.D TO MAINTAIN THE MOISTURE CAPACITY. 24. PROOf OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE ClTY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION ANO/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, 11-iE CITY OF RENTON DOES NOT ACCEPT AtN OBLIGATION FOR THE PROPER FUNCTIONING ANO MAINTENANCE Of THE SYSTEM PROVIDED DURING CONSTRUCTION. 26. THE CONTRACTOR SHA.LL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES. PROTECTIVE EQUIPMENT. FLAGGERS. AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE. HEAL TH. AND SAFETY OF THE PUBUC. AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE Of WORK. ANV WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHAlL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS OlvtSION. A.LL SECTIONS OF THE WSDOT STANDARD SPECIF1CATl0NS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHAU COMPLY WITH SPECIAL REQUIREMENT #o Of THE SURFACE WATER DESIGN MANUA.L AND AOU!FER PROTECTION REGULATIONS (RlrdC 4-3-050). NOTE: 4• GRAVEL BELOW PROPOSED PORTABLE EXTENDING 1' BEYOND PORTABLE WALL. GRAVEL SHALL CONFORM TO WSDOT 9-03.9{3) TOP COURSE. ~ SHAU BE PLACED BELOW THE RAMP ANO STAIRS . 0 ~.~':'Y..~URB Checked fof Complaaric:e to City Sla'ldards 3 NOTCl;ll:ll J\IIQW,Cl:IRB NOTTO =1'( C \....,LI \I ,_...., MAY 16 2016 -....... ~,1-::-· C'"''O· ... ,. :.. • " . J ~ ... ":. • PU,NN!N~M.I, ~"I ,v:: .. :,,;· ~.·.·.·.· ~r4i gqg,$1 mm!mf11 TACOMA· SEAmE • SPOKANE ·TRI-CITIES §:.J:~-:;g ····--··---..:.·.-.:.:= :' ~ ::"..:... CUP-SET 2215 North 30th Street. Suite 300 Tacoma, WA 25J383.2422 m 253.JSJ.25n FAX -.a/tito:wn 118 -. """' AS NOlEO -F. KATONA =-I .:: .. ":.. .. __ _ •. """' NO. REVISION BY DATE I APPR I ~ COMn)Rf --· -.:m.::- ~ ;R CITY OF RENTON Plcnning/Suilding/Publie Works Dept . MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL PORTABLES CUP RENTON SCHOOL DISTRICT NOTES AND DETAILS 16 MAY 2016 -----C4.1 _. 6 ""7 AI-ININININIAIA' w ;l z lj a ~ ~ I ~ U) U) ci. c.. c.. UJ -' CD i=: a: 0 c.. -' 0 0 :i:: (.) U) >-a: ct: I-z UJ :a; UJ -' UJ U) I- :i:: Cl w :i:: Cl 0 0 3: UJ -' c.. ct: :a; 1 ··~ LINE POST 2•3/B"OIA. (TYP), END CORNER POSTS 3" DIA. '/'X ,·~-, TOP & BOTIOM fWL 1·518" DIA. .,~· •. 17.z<Z,;-C'.}{;(~r '-~1:'. ,,.c·. /.//~Y/>.z./'-3·.zy-A, /,, ~>.:. . . ,'·.:/~/<·~« 2'" ~1- S> . ' .,·/.A//·.,'' I "'"· ' '- FABRIC 12 GA CORE 11 GA BLACK VINYL COATING(10·M1L). i.i _..--5-114' • 314• BANDS +---& STRETCHER BAR A TEND& CORNER ""5T$ ~1/4"l<314"Fl.AT STRETCHER ,,',: ;_;.,.._'-:.."'>-..'-._"-',~,,<>'-'::.:Y.-;::::,, C ,,,;. • •,;/>.' / '/::(·'''/,•//,,,, ':_j. '. ~.,.(//_.( .'---: .:._,~~<<<( 1'..()" I-:'~ CONCRETE . A"-'-~·-'·'>$>;"-'"-'TYP. y\.'-FOOTING ... , /,:_,)/,.,/(~/,. -·:,<..(,.<<(,,,': / CD ~r~o~!~ LINK FENCE ~ . . Know what's below. Call before you dig. ,,. ,~ ~ ' / / 1. PRO\llOE CAST !RON FRAME & GRATE. 0 ~~,!,S_~ BASIN -TYPE 40 AREA DRAIN $HALL BE USED IN NON VEHICULAR ACCESS LOCATIONS. ,o• NO. REVISION #3 BAR EACH CORNER FRAME ANO VANED GRATE #3 BAR EACH CORNER 18"MIN ONE #3 BAR HOOP FOR 6" HEIGHT TWO #3 BAR HOOPS FOR 12" HEIGHT RECTANGULAR ADJUSTMENT SECTION SECTION B-8 '3BAR HOOP SEE NOTE 1 ALTERNATIVE PRE CAST BASE SECTION NOTE: 1_ AS ACCEPT ABlE AL TERNA TNES TO Tl-IE REBAR SHOWN IN TttE PRE.CAST BASE SECTION, FIBERS !PLACED ACCORDING TO THE STANDARD SPECIFICATIONS), OR WIRE MESH HAVING A M!N!MUM AREA OF 0. 12 SQUARE INCHES PER FOOT SHALL BE USED WITH THE MINIMUM REQUIRED REBAR SHOWN IN THE ALTERNATIVE PRE.CAST BASE SECTION. WIRE MESH SHALL NOT BE Pl.ACED lN THE KNOCKOUTS. 2. THE KNOCKOUT DIAMETER SHAU NOT BE GREATER THAN 20". KNOCKOUTS SHA1.L HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5" MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED. FILL THE GAP WITH JOINT MORTAR lN ACCOR0.6.NCE WITH ST ANOARO SPECIFICATION 9-04.3 3. THE MAXIMUM DEPTH FROM THE FIN1SHE0 GRADE TO THE LOWEST PIPE INVERT SHAU BES'. 4. THE FRAME AND GRATE MAY BE INST Al.LEO WITH THE FLANGE UP OR DOWN. THE FRAME MAY BE CAST INTO THE ADJUSTMENT SECTION. 5. THE ?RECAST BASE SECTION MAY HAVE A ROUNDED FLOOR. A.ND THE WALLS MAY BE SLOPED AT ARA TE OF 1 :24 OR STEEPER. 6. 1r1E OPENING SHAU 8E MEASURED AT THE TOP Of THE ?RECAST BASE SECTION 7. AU PICKUP HOLES SHAU. BE GROUTED FUI..L AFTER THE BASIN HAS BEEN Pl.ACED 0 ~~!,SH BASIN -TYPE 1 PROVIDE HYOROSEEOING PER HYOROSEEDING NOTES NOT SHEET Cl.2 .r 'G,0'.'.:t\':-,();'.("~':-,0:°~PROVIOETOPSOtlPER '""L "'oVV<-l()OVv"r)01J-t--SPECIFICATION329200 fifyY)c ,y(y,f[,; . /,.// . /,.// '(' 0 ~~YYCALELAWN TILL UND£RL YING SOIL PRIOR TO TOPSOIL INSTALLATION Cheeked IOI Complcance 10 City Standards CUP-SET - §i..i~ -···--·--.... .::.s.•.::=: .. --:::--..::... RECE\\/':D MAY 1 G 20',S Ci:'! C::: t..'.'.: il:':0 :-! Pu,;..;:-.:•··: r· ~·r-... ,' mwl ~ ~ -~~ mmSil TAC OMA.· SEAffiE • SPOKANE •TRI-OTIES 2215 Notth 30th Street. Suite 300 Tacoma, WA. 9B40: 253 3113.2422 TB. 253.3832572 F.U: -.arill.«m Y1EB --,S NOTED -=-=-~ . """' ~ ;R CITY OF RENTON MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL PORTABLES CUP 16 W.Y 2016 ----F. KATOH.\ ......, I .::::.~ I PJonning/&lilding(Public Worl<s Dept. ··= ,,, ___ BY I DATE I A.PPR I ~ COWORT --RENTON SCHOOL DISTRICT NOTES AND DETAILS -C4.2 .. 7 AI-INININ!NIAJA ~ 'r ' .•. w , < z ~ ~ 6 oc ~ I ~ (/) (/) c:i.. a. a. a. ::> () w ....I Cl) <( I-er: 0 a. ....I 0 0 I () (/) >-er: <( I-z w :::. w ....I UJ (/) I- I CJ jjj I 0 0 0 ~ UJ ....I a. <( :::. ' • .. '/; V I ~~>:/.d/!.L~/. .. /.."./. .. :/ ·///..//. h..L;, .\· +I ti L ·+ . .;, ,,;, ~,-· ·o,J:, r,,, :l.i< o em .·wtrea'n:na :' :i: 'll w :T! C/) ]I W •,L > ·1· <( i 1.~.··· · " ,. I": 0 ·-If " ·-·1 · ' ~· .J J:, ~· .-:t ··=··· \~ S' ;: ., 0~ */: ;' i··-···-~ ii:' ,~1~.i_ _ _/'. • '· .. , "' , . . n~~1, . w.,: .. 1., '~ .. ::; -,.i ·;.a:P i , ·' .:'.~ I _, , 1~, ~·· ~. ", .. , .. 1 .. ---.. ,_ ,,. fJ 'A.ANTINGAREA.~526SF ,. ~ .' JI. V' 'ii _" . ,--r ;i • ' ' ~ J:j~~~:,;::p:~~~S~EJ~/!'1 ', ii /}-·,~--·~------ .. , Know whafs below. Call before you dig. )le •• / 0 }(/,c.il ,".(; ·--. •,, PROPOSED PORT ABlE CLASSROOM~-ANORAMPS.- PROPOSEO PORTA.8l.E HHEIGHT 14'-6" ··----... ,,.,;'\'" ... ·,. _PROPER,..,;~;NE •. -...... " ..... '. .... · ... . -, ...... ,, SE 21\tO PLACE _·, .......... ------·---·-'----l- NO. REVISION "' / / ·/'' --·-- PLANT SCHEDULE SHRUBS C) GROUND COVERS ~ [32] Ulill fQQ5. SOT AN1CAL. NAME AC ARBUTUS UNEDO 'COMPACT A" CODE BOTANICAL NAA!E Fl FRAGARIA CH!l.OENSIS 'LIPSTICK' '" LAWN MIX HYDROSEEO "" MULCH ORGANIC MEDIUM BARK MULCH .(,_ENERAL LANDSCAPE NOTES COMMON NAME CONT QTY DWARF STRAWBERRY TREE 3 GAL " COMMON NAME £Qfil SPACING QI! BEACH STRAWBERRY ""'-1fl"o.c. m HYDROSEEO LAWN M!X HYDROSEE.O 4,297 SF MEDIUM BARK MULCH MULCH 2,387 SF l. ~~iir~~::~bc:;;~~~ MA.TE.RIAL., TOP SOIL ANO PlANTING Ml,X TYPES ANO DEPTH. MULCHING, SOIL AMENDMENTS. 2. Pl.ANTING SHALL CONFORM TO A.LL CITY OF RENTON CODE REQUIREMENTS. CONTRACTOR SHALL VERIFY ON-SITE CONDITIONS PRIOR TO Bl DOING AND CONSTRLICTION. 4. IRRIGATION SHALL BE DESIGN BUILO. 5. THE CONTRACTOR ANO OWNER AAE RESPONSIBLE FOR READING THE PLANS, SPECIFICATIONS AND NOTES. 6. THE CONTRACTOR SHALL VERIFY Af.L PLANT MATERIAL QUANTITIES PRIOR TO INSTALLATION. ANY Pt.ANT MATERIAL QUANTITIES USTED ARE FOR THE CONVENIENCE OF THE CONTRACTOR. ACTUAL NUMBER OF SYMBOLS SHALL HAVE PRIORITY OVER QUANTITY DESIGNATED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COUNTING THE TOTAL NUMBER OF Pl.ANTS INDICATED ON THE PLANS ANO ESTIMATING GROUNDCOVER OUANTlTIES. 7. THE CONTRACTOR SHALL FURNISH ANO PAY FOR ALL CONTAINER OR FJELD GROWN SHRUBS AND GROONDCOVERS. INCLUDING SEEDED AND SODDED TURf. HYOROMULCHES ANO FL.A.TIED GROUNDCOVERS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE AND PAY FOR: PLANTING OF ALL PLANT MATERIALS: THE SPECIFIED GUARANTEE OF ALL PLANT MATERIALS; THE STAKING AND GUYING OF TREES ANO THE CONTINUOUS PROTECTION OF ALL PLANT MATERIALS UPON THEIR ARRIVAL AT THE SITE. 8. SEE THIS SHEET FOR PlANTING DETAILS 10. APPLY A MINIMUM OF 6" IMPORTED TOP SOIL TO ALL NEW PLANTING BEDS. 11. APPLY A MINIMUM OF 3'" OF IMPORTED TOP SOIL TO All NEW LAWN AREAS 12. A.PPL Y 3" MULCH TO ALL NEW PLANTING BEDS AND MULCHED AREAS. 13 REPAIR ANY LAWN AREAS DISTURBED BY CONSTRUCTION TO PRE-CONSTRUCTION CONDITION OR BETTER. ~-~.' ... : ....... ····~· : .. · ........ :· ........ ·---~ -··-·---.---RECEIVED CUP-SET .....::."i:'.::"~ .. .AS NOTEO -+-----l --:,_ """"' I I ~ s . """""' J. WOl!SE DATE I APPR ~"""' "'--""------.. ·~ -- !R N (!) GRAPHIC SCALE " "' 40 FEET ··--.. -- 1">< 20FEET Checked for Coflll)liance to Cily S!andards MAY 16 2016 C '""' O'" ,,.,~-"'0"' ~-V l 0 ~;. .. :tvJ · 1"iJ Pl/. r..:!\.}NC C,:\liS!ON II {/,31£7.4 &~ mml:Dil 1 IOO!IC!: j TACOMA· SEAITlE· SPOKANE ·TRI-CITIES ~~~~ ...... _ .. __ _ -·--·----2215 Nath 30th Stteet, Suite 300 Tacoma, WA 984031 253.363.2422 m. 1$3.36J.25n FA.l www.ahbl.com MS CITY OF RENTON MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL PORTABLES CUP 19 N'fl 2016 ...-- RENTON SCHOOL DISTRICT P1onning/Buildlrig/Public Wol'Q Dept. LANDSCAPE PLAN L 1.00 '"'; Aj-jNjNjNjNjAjAI w ~ e ~ ~ • -a l I ~ en en Cl. a.. a.. a.. ::J (.) w ...J co ;:': a: 0 a.. ...J 0 0 I (.) en >-a: ;:': z w :;. w ...J w en I- I (!) ui I a 0 0 ~ w ...J a.. <( :;. X ""' G) TREE PROTECTION Know whafs below. Call before you dig. FENCING/ROOT PROTECTION FENCING TO BE PROVIDED AND MA.INTAlNED AT ORI PU NE LANDSCAPE ARCHITECTS APPROVAL REQUIRED FOR USE/ACCESS WITH!N ZONE B. PERMISSION FOR USE!ACCESS REQUIRES SURFACE PROTECTION FOR ALL UNFENCED, UNPAVED SURFACES WITHIN ZONE 8 TRENCH\NG,B(CAVATION ZONE A (CRITICAL ROOT ZONE) 1. NO DISTURBANCE AU.OWED WITHOUT SITE-SPECIFIC INSPECTION AND APPROVAl OF METHODS TO MINIMIZE ROOT DAMAGE 2. SEVERANCE OF ROOTS LARGER THAN 2"DIA REQUIRES LANDSCAPE ARCHITEcrs APPROVAL 3. TUNNELING REQUIRED TO INSTAU. LINES 3'-0"8ELOW GRADE OR DEEPER ZONE B @RIPLINEI 1. OPERATION OF HEAVY EQUIPMENT ANO/OR STOCKPILING OF MATERIAi..$ SUBJECT TO LANDSCAPE ARCHITECT'S APPROVAL SURFACE PROTECTION' MEASURES REQUIRED 2. TRENCHING AU.OWED AS FOL.1.0WS: EXCAVATION BY HAND OR WITH HAND-ORIVEN TRENCHER MAY BE REQUIRED LIMIT TRENCH WIDTH. 00 NOT DISTURB ZONE A MAJNTAIN 213 OR MORE OF ZONE BIN UNDISTURBED CONDmON 3. TUNNELING MAY BE REQUIRED FOR TRENCHES DEEPER THAN 3'-0" ZONE C /FEEDER ROOT ZONE\ 1. OPERATION OF HEAVY EQUIPMENT ANO/OR STOCKPILING OF MATER!Af.S SUBJECT TO LANDSCAPE ARCHJTEcrs APffiOVAL. 2. SURFACE PROTECTION' MEASURES MAY BE REQUIRED TRENCHING WITH HEAVY EQUIPMENT ALLOWED AS FOLLOWS: MINIMIZE TRENCl-i WIDTH MAINTAIN 213 OR MORE OF ZONE C JN UNDISTURBED CONDITION • SURFACE PROTECTION MEASURES 1. MULCH LAYER. 6"-ll'"OEPTH 2 314"PL YWOOO 3. STEELPLATES 48* ORANGE WM. CONSTRUCTION FENCING DfAMONO MESH {TYP) INSTALL AT AMJN.---11 OF2'-0"BELOW GRADE. B'-O"MAX O.C. SPACING USE 8'" WIRE 1.F TO SECURE FENCE BOTTOM (TYP) 1. THE TREE PROTECTION FENCE. SHOULO BE MAINTAINED THROUGHOUT GRADING ANO CONSTRUCTION AND SHAU NOT BE REMOVED UNTIL FINAi.. LANDSCAPING IS IN PROGRESS. AT NO TIME SHALL EQUIPMENT ENTER INTO THE ROOT PROTECTION ZONE (RPZ). ALL BRUSH CLEANUP WITHIN THE RPZ SHOULD BE COMPLETED BY HANO TO PREVENT DISTURBANCE OF NATIVE GROUND COVERS. NO CUTS OR FILLS OF UTILITY TRENCHING. MOO!FICATIONS TO DRAJNAGE, ETC. SHALL IMPACT THE RPZ. NO WIRES, CABLES, OR OTHER DEVICES SHOULD BE ATTACHEO TO PROTECTED TREES DURING CONSTRUCTION. 2. IF IMPACTS MUST OCCUR WITHIN THE RPZ. CONTACT THE LANDSCAPE ARCHITECT PRIOR TO THE OPERATIONS TO DETERMINE THE PROPER PROCEDURE TO PROTECT THE TREES HEALTH. CONTRACTOR SHALL REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. P-216-MAP-02 3" MULCH. NO MutCH AGAINST THE SASE OF THE PLANT REMOVE BUR1AP FROM TOP ANO SIDES OF ROOT BALL DOWN INTO GROUNO. SET TOP OF BALL FLUSH WITH FINISH GRADE ® SHRUB PLANTING NOTE: 1. ALL GROUNOCOVER TO BE PLANTED AT EQUAL TRIANGULAR SPACING PER O.C. SPACING ON LEGEND. SPACING _X .86 FOR TR.ANGULAR PATTERN LOOSEN I PUU OUT ROOTS FROM CONTAINER GROWN P'-'N,S GROUNOCOVER PLANTING PLAN '.')· 0 ,-, .. ':j ..(:) c, 1 :J '1····<;;'\ 'y-12"MIN ~ SPAC<NG AS SPECIFIED .s-- BACKFILL WITH ,.,.,-:·:: .. -~k~ EXCAVATED SOIL. WATER THOROUGliLV. 2X ROOTBALL 0 GROUNDCOVER PLANTING P·21&-MAP-6& p.21/i-MAP--01 Checked lor Compbance ta City Standards ·-·-=--· ------· RECEIVED MAY 1 G 2015 C ,.,,, C·,;: IC'"!~'"''..,_,,, ~-'a J l~l>_., . .;.,.J,'1 PLA'.-.:NlNC' D\'J1S!ON Fl!lil ~ -r~IZ~ ~IRJl:ffie mmm11 CUP-SET =..,s,~~ ,.;:.•,,-:,::.::::=::... TACOMA· SEAITlE · SPOKANE •TRI.CITIES 2215 North 30tti StreeL Suite 300 Tacoma, WA 9840: 253.383.zm m 2$3.m.25n r.u: -.a1v..com WE!! ,S NOTED ~:.:m .. -,. """' -S. SINGl.£TOH .,_J. MORSE !R CITY OF RENTON Plonning/Building/Public Wol"Q Dept . MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL PORTABLES CUP RENTON SCHOOL DISTRICT LANDSCAPE DETAILS 1g APft 2016 --- L1 .01 NO. RMSION .,. OATE N'PR ~"""' .·:--.:.. --~ .., 2 AJ-INJNJNINIAJA' 00 it :;i w ., 2 ... <· ~1 Cl ).. c oz ~ " '.;::' I• 0 h ~ -~ 0 0:: ~! = . ' i' ~ w 0 I!? :q: .... "' ' . ' . I " ~!::! . : i ~i ~ ~~ 00' ~ ~ ~ ~ :i:: i,.;: i! -<!:> "-I!: .ffl > I '" • !~ LU I!> a:i -• 00 r ,..... I,, !' ' w l~ -.I -;is iii !!l § ~. 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SIGN AS NO'JtD e; ""'-""" iJ TEST PIT o S...,..IT AAY SEWER CILAHOUT Q SNIITAAY SE'IIER M.<.NHCU o STORM a.EANWT 0 S~ CATCH BASIN o ROOF DRAIN C81 <- <>- 0 Q ~ ! ,Q " " m " [l!J 13 £LEC'fR!CAl. CABltl£T GUY AAICHCII UTUTY PO'flER POL£ JJNCTION BO• lEl.EPkCN: RISER w--111..0W OFT VALIIE Fll:E Hl'DRJ,HT """ .. IRR!GATIOH COHTRCL VAi.VE Wll'IER MCTER w ... m VALVE WATER VN.ll.T C-CEDAR. F-FlR ..... ...,, -----D-STatt.ll.ltlE -----D -STORW ut.lE PER RECORDS -----W-WATER UN( -----· W-·-WA1DI UN£ PER RECORDS -----S-SE~UNE ----·-S ··----·-SEWER UNE PER REc.oRDS -----P-UEC'!RICAI. I.HE -----G-G,ASUNE. -----1-COMI.IUNICATION LINE -----OHP-CM:RH£AO UlUTIES -•-•-•-•-FENCE """'' -====a ~~~---~ ""'""" N Cl) GRAPl11C SCALE 0 10 21.l ~-L.-• ......-; ! 1• ~20 FEET MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL A PORTION OF THE SE 1/4 OF THE NE 114 OF SEC. 15, TWN. 23 N., RGE. 05 E. W.M. CITY OF RENTON, KING COUNTY, WASHINGTON. 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ANO INCL.UDE ALL NECESSARY DEMOLITION, WHETHER SHOWN OR NOT. ANO INCLUDE SWEEPING. SEDIMENTS SHA1.L NOT BE WASHED DOWNSTREAM. SPRAY EXPOSED SOILS WITH WATER TO PREVENT OUST. RUNOFF SHALL NOT SE CREA TEO BY SPRAYING. EROSION CONTROL MEASURES SHAU BE PROVIDED THROUGHOUT CONSTRUCTION PROTECT EXISTING PL.6.NTS ANO VEGETATION TO REMAIN ALL SUCH COSTS !N THE BASE BIO. 2. CLEARING: IT IS THE INTENT OF THE WORK UNDER THIS CONTRACT TO CONDUCT AU. CLEARING NECESSARY TO BE ABLE TO COMPlETE AU. THE WORK OF 11-IIS PROJECT 3. CONTRACTOR SHAU LE GAU Y DISPOSE Off THE OWNER'S PROPERTY, ALL DEMOLISHED 8. PROTECT EXISTING UTILmEs ANO PAVING WlTHlN THE WORK LIMITS NOT SPECIFICALLY INDICATED FOR OEMOUTION. RAISE EXISTING UTILITIES TO FINISHED GRADE. REP!.ACE DAMAGED PAVING. 9. SEESHEETC4.1 FORTEMPORARYEROSION AND SEDIMENT CONTROL NOTES AND DETAILS ANO REMOVED MATER!AlS. UNLESS 10. SEE SHEET C4 1 FOR MULCH NOTES, INDICATED OTHERWISE. 11. HYDROSEED ALL NON-PAVED DISTURBED 4. BACKFILL AND COMPACT ALL VO!OS AND AREAS PER $HE£T C4.1. DEPRESSIONS OCCURRING AS A RESULT OF DEMOLITION ACTIVITIES WITH APPROVED 12. SEE ELECTRICAL PLANS FOR DEMOLITION BACKFILL OF EXISTING ELECTRICAL SERVICE. 5. REMOVE EXISTING S00 ANO TOPSOIL AS NECESSARY TO PROVIDE IMPROVEMENTS. CONTRACTOR SHAlL DISPOSE OF EXCESS SOD ANO TOPSOIL OFFSITE. 13. CONTRACTOR IS RESPONSIBLE FOR RESTORING GRASS AND SEED INCLUDING WATERING UNTIL FUlt GROWTH tS ACHIEVED. 6. SEDIMENTS TRACKED ONTO PAVED SURFACES SHALL BE REMOVED BY DEMOLITION LEGEND DEMOLISH EXISTING ASPHALT PAVEMENT jy,c.,,•',,(,,;j BUILDING DEMOlmON r::::::::::,] SAWCUT LINE DEMOLISH EXISTING UTILITY DEMOLISH EXISTING CONCRETE /-/ // /-/ /,' h' . TESC LEGEND INLET SEDIMENT PROTECTION ~ @ CONSTRUCTION ENTRANCE ~_f;Al,i @ CLEARINGLIMJTS •----------• SILT FENCE @ 40 FEET KEYNOTES 0 PROVIDE CONSTRUCTION ENTRANCE. 0 PROVIDE INLET SEDIMENT PROTECTION. 0 COORDINATE REMOVAL OF CONTAINER WITH SCHOOL DISTRICT. 0 PROTECT EXISTING DISPERSAL. TRENCHES. 0 PROTECT EXISTING PORTABLE AND RAMP. © DEMOLISH EXISTING CONCRETE MOW CURB. 0 DEMOLISH EXISTING FENCE. RECEIVED MAY 18 2016 C ""' ,--~"'."":' ... ~, •. , \_ ' t-i.~~ , ._l.1'\J ··--.. --PL;,;,' .,,ir :,: · ,.-'.QN 9' t":20FEET ii:m!fl ~ Checked IOf ~-to City Standards mmm~11 -CITY OF RENTON ~ I NOIICE !TACOMA·SEATTlE·SPOKANE·TRI.CITlES =::::--=.=.: I =.'-El~~ .:::.•.::::::;;:a..:... 2215 North 30th Street Suite JOO Tooorna. WA 9840 253 383.2422 m 253.383 2572 FAA www.altll.com v.n MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL PORTABLE RENTON SCHOOL DISTRICT .. 19 N'R 2016 .....---.::.':.. I ..-.. ---® Plonnin9/Buildit19/Public Wor1<s Dept. TESC AND DEMOLITION PLAN C2.0 liiii> 2 -· 7 AI-ININININIAIA ' .. I w ~ ~ t, w a • ~ ~ Cf) Cf) ci.. 0. 0. I LU --' co <( I-cc 0 0. --' 0 0 I (.) Cf) >-cc <( I-z LU :a LU --' LU Cf) I- I CJ ui I a 0 0 ~ LU --' 0. <( :a • -',~ -:~-I I ,1:1 ; .,m ,, D !ii!., ,-:: IEi! -... ' i\i!l ... ,.,-.-. i-'l -}; \ ~ Know what's below. Call before you dig. 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EXISTING PORTABLES .. , . ~'.' ,.;,:~ /_/ /,/ "/ // // / .,,, ,/l /,/ /./ ,/ / .. ,,,. _// -- ·----···- --A"""" , __ ss}\ ~ --,~ .. -' .. , I I I I I I l'E :•,~,, ~-• ~,,, I . -·· .. ,,. ·--<:i.l .I ;, I I I -, I I ) Jjfl;/ /i " I / I / . '\k> ,·:,~ / f::> ,, ,, I / ,. I L__ '. / ' I .Le'.~ . '- C. I I I I I ~f .. ~-' ' ' ~-! i -:,.··1/ ,· / .,;;:·· // •ttl • -~- ,.· , , ~ ·,_ .',"'·'~ 10,,I tr) i·> ' .• ' ., . '· I . : I !(,· : , . I !/ • j'./ : 1/j . • L ... ,/ ... // .</ : - --·:··-··--··-,--··---··-----.---~. AS NOTED I I I .. :• I I I I I I I I I I_ I I I I I I CUP-SET ....:,.:'I~ • F. KATONA. I .. ':..":.. I ~ -W, "'"" .----NO. I RE\SS10N I BY I DATE I A.PPR I ~ COMrORT -- N (l) GRAPHIC SCALE 0 5 10 Lr.'-"'"I 1"• 10 FEET 20 FEET I GENERAL NOTES 1. CONTRACTOR SHAU. VERIFY EXISTING AND PROPOSED GRADES BEFORE COMMENCING WORK. CONTACT ENGINEER IF ACTUAL GRADES DO NOT REFLECT GRA0£S OF TOPOGRAPHICAL SURVEY . 2. ADJUST EXISTING UTILITIES WITHIN WORK LIMITS TO FINISHED GRADE. 3. All ROOF DRAIN UNESSHA!.L BE6" PVC@1.00% M1MMUM. WITH 1-fOOT MINIMUM COVER. ALL ROOF DRAINS SHALL BE CONNECTED TO A STORM DRAIN CATCH BASIN. SEE BUll.DLNG Pt.ANS FOR@ EXACT DOWNSPOUT LOCATIONS CLEANOUTS PER DETAIL 3 TYPICAL C4.0 BEDDING ANO BACKFIU. IN PIPE TRENCHES PER DETAIL@. C<O· S. ENSURE POSITIVE DRAINAGE MAINTAINED AWAY FROM PORTABLES. SOil SHALL NOT BE PLACED AGAINST SKIRTING . 6. CLEANOUTS REQUIRED AT ALL CHANGES OF DIRECTION AT 100.FOOT MAXIMUM SPACING AS INDICATED . 7. ALL EXCESS SOIL MATERIAL AND CONSTRUCTION WASTE SHAL.L BE DISPOSED OF AT A.N APPROVED OFF-SITE LOCATION B. ROOF OOWNSPOT LOCATION PER DETAIL ~ ~ 9. RESTORE IRRIGATION IN DISTURBED VEGETATION AREAS. 10. RESTORE DISTURBED LAWN AREAS WITH TOPSOIL ANO HYDROSEEO PER KYROSEEDING NOTES ON SHEET C4.1. 11. SEE SHEET C4.1 FOR SURFACE WATER STANDARD PLAN NOTES. 12. PROVIDE TYPE 1 ANO TYPE 40 CATCH BASINS PER@ANo@ LEGEND CHAIN LINK FENCE -x -x @ ~ • ~-2 CONCRETE MOW CURB 1. ---• 1w ~ ASPHAl. T PAVEMEKT ls~=··,I@ L-=---· . ::J@ HYDROSEEO GRADE BREAK "" GB DITCH LINE --->---- KEYNOTES 0 PROVIOEASPHALTPAVEMENTPER@ 0 0 0 © © 0 0 © PORTABLE CLASSROOM PER MANUFACTURER'S DRAWINGS. PORT.&.BlE RA.MP PER PORTABLE CLASSROOM MANUFACTURER'S DRAWINGS PROVIDE CONCRETE MOW CURB PER@ PROVIDE GRAVEL FlLLEO TRENCH WITH NOTCHED BOARD PER @ NOTCHED MOW CURS@ CONTRACTOR SHALL OVEREXCAVATE ANO PROVIDE 4" GRAVEL BELOW PROPOSED PORTABLE EXTENO!NG 1' BEYOND PORTABLE WA.I.L GRAVEL SHALL CONFORM TOWSDOT 9-03.9{3) TOP COURSE, 95% COMPACTION. SlOPE AWAY FROM ,WILDINGAT2% D PROVIDETA.CK~TONPAVEMEKTEDGE.S'ANOJ-IOT-TAR_ MI!= ATJOINT. l<t:\ _):.IV ,_ PROVIDE e-f"EET HEIGHT CHAIN LINK FENCE PER ~ Mi' 1 G 2016 G -~-,,ijr',,,,.,I\ C ~~, :r .\... ;~-""_-··_· "• • ,~ 4w PlANN\N~!jl'_ ;,e- ~ ',GJ[wl.Y 1<_ fr%.}?;_~? ~- Ctl8cked tor ~-to City Standards m GJStil ~ CITY OF RENTON Plonning/euadi09(Public Works Dept. N011CE T A C O M A • SEA TILE • SPOKANE • TRI-CITIES 5.':.~:'5! I -ii'.::'='.:.+:t=S":' ~~s~~s~~n~u T=ru~~~3j -·--·----. MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL PORTABLE RENTON SCHOOL DISTRICT GRADING AND DRAINAGE PLAN -WEST 19 N'R 2016 .....----C3.0 .... AI-ININININ w ~ z ~ ~ ~ ~ I § rJ, en c'.. a.. a.. w ..J en ~ a: 0 a.. ..J 0 0 I (.) Cl) >-a: <( f-z w ::E w ..J w en f- I C) iii I 0 0 0 ~ w ..J a.. <( ::E • ,. H· I I •. i :t*· 1! ''"· I I I I ,. I .·.· 1·1\ I\.',, I I I I 2L:ai 'ti,?~"'!S"-~'-":"Ni''" .-,-;~ ,·-.- ' / ,// / ,//, /', / (, , . ,· ' c.J' '· '~ / '" '°' "~ /::. MAT~H eX ~ • , • / 1 . '.> ', _,,(_ -·-·---···· '' :e::..-=:;~; CA, '. ~,,~,;;~ ,, ,i'i AREA DRAIN #l CB TYPE40 RIM: 406.00 tE: 404.50 ' ', . /. // ,/ /// ' G: 406.70 SG"6'5 • r0 -.· ~_:;:;~ FG: 4()6 70 !ir: r~/ .· //\(~, .::: //// // // .·/ (/)I·. ' "._,, ,:· ! / . ,-,_,_ 1:;~. ·~ :_ : I .. _,; 1,/. I f', ' /./ I. 'S\ V I ·,,, I ·' I / I r : 'i j //.'./ ,</ .~---· ·--·- ' I ····--i--1 -·········-·' I =f··-1 - I I I I I I I I I I I,,, Know wtiar, below, Call before you dig. '• -., ;-j.' ,, ,/, // /'./ ,,/ /;1'! / i /,Ji, )' / ;~<tr --/::_:::t? '""S::,: -"'," ~:.,1~\3}~~):, l '1!i! 01' r '()C,,._j, ,-°'.;""(<:''\,""'~·~,) -,,~~ ct: • .;:~::_ V,, .c::,.-~Y--,"~"-f "·,,..3-,: i ~ ~ <f(~'rjF!Alt'(!::'.,tS~\f_;~-? ,~( j ~ r i (7'GB1'!)'E]Oc:,;." ',Cc\'! j [ j ,..-SG <0600 'i ~i!W~:.Ji'?{~; i!i! ! : .:_.· -=~·' :~~ L --'--=\~.:..._ __ ~ --, CB#3 CB TYPE 1 R!M:405.75 IE:402.25 -··--.F . ._ ... CB11'4 CB TYPE 1 RIM:405.75 IE:402.25 I I I I I 1----.... TURPIN I AS NOTED NO. REVISION BY r. KATI'.lNII -.. = DATE I APPR r~ COl#ORT .:.~ I ·----- CUP-SET ......=,:,=-, ® N CD GRAPHIC SCALE 0 5 10 t.-.,t..-,j 1" .. 10 FEET 20FEET I GENERAL NOTES 1, CONTRACTOR SHALL VER!FY EXISTING AND PROPOSED GRADES BEFORE COMMENCING WORK. CONTACT ENGINEER IF ACTUAL GRADES DO NOT REFI..ECT GRADES OF TOPOGRAPHICAL SURVEY. 2. ADJUST EXISTING UTILITIES WITHlN WORK LIMITS TO ANISHED GRADE. ALL ROOF DRAIN LINES SHALL BE 6" PVC@ 1.oo,r, MINIMUM. WITH 1-FOOT MINIMUM COVER. AU ROOF DRAINS SHALL 8£ CONNECTED TO A STORM DRAIN CATCH BASIN. SEE BUILDING Pl.ANS FOR@ EXACT DOWNSPOUT LOCATIONS. ClEANOUTS PER DETAIL 3 TYPICAL. C4.0 <4. BEDDING AND BACKFIU IN PIPE TRENCHES PER DETAIL@ uo 5. ENSURE POSITNE DRAINAGE MAINTAINED AWAY FROM PORTABLES S01L SHALL NOT BE PLACED AGAINST SKIRTING. 6. CLEANOUTS REQUIRED AT ALL Cl-lANGES OF DIRECTION AT 100-FOOT MAXIMUM SPACING AS INDICATED 7. ALL EXCESS S01L MATERIA.L ANO CONSTRUCTION WASTE SHAU. BE DISPOSED OF AT AN APPROVED OFF-SITE LOCATION. 8. ROOF DOWN SPOT LOCATION PER DETAIL~ ~ 9. RESTORE IRRIGATION IN DISTURBED VEGETATION AREAS. 10. RESTORE DISTURBED LAWN AA£AS WITH TOPSOIL AND HYDROSEED PER HYROSEEDING NOTES ON SHEET C4.1. 11. SEE SHEETC4.1 FOR SURFACE WATER STANDARD PLAN NOTES 12. PROVIOElYPE 1 AND TYPE 40 ~TCH BASINS PER@A.No@ LEGEND CHAIN LINK FENCE _,_,_0'\ ~ CONCRETE MOW CURB I.· • · 1@ ASPHALT PAVEMENT r,1:·r,c··t·, ?·I@ c·-.. .:C"i HYDROSEED ----·~ GRADE BREAK GB DITCH LINE ·-->---- KEYNOTES 0 0 0 0 0 0 0 0 PROVIDE ASPHALT PAVEMENT PER @ PORTABLE CLASSROOM PER MANUFACTURER'S DRAWINGS. PORT ABLE RAMP PER PORT A.BL£ CLASSROOM MANUFACTURER'S DRAWINGS. PROVIDE CONCRETE MOW CURB PER@ PROVIDE GRAVEL FILLED TRENCH WlTH NO"fCHED BOARD PER @ NOTCHED MOW CURB @ CONTRACTOR SHALL OVEREXCAVATE AND PROVIDE 4" GRAVEL BELOW PRoPOSEO PORTABLE EXTENDING 1" BEYOND PORTABLE WAl.l.. GRAVEL SHALL CONFORM TO WSDOT 9-03.9(3) TOP COURSE, 95% COMPACTION. SLOPE AWAY FROM BUILD!NG-'T2%. ....., _,...,. -~, ,· PROVIDE TACK COAT ON PAVEMENTIIEDGESANO HOT.TAR SEA.LC D AT JOINT. '-L '-" L ~ V L MAY 16 zoi~ C r" 0-: c--· ,--" .~•,-· ... ~, PLANNING 11..•· ,fir.P~-~ '"""'dil'l ll ~j Checked tor Compk.aoce to C,ty Sl!mOards mm,m,11 ;R CITY OF RENTON Plonnirig/Bu~diog/J>ublic Won«I Dept. ~ l ll(ITIC[ I TACOMA· SEATILE • SPOKANE • TRI-CITIES =:::::-..=-.=; Sit'-::!.~~ ...... ____ _ 2215 North 30th Street Suite 300 Tacoma, WA 984031 253.383.2'22 m 251383 2572 FU -.ahbl ccrn .,a _____ ,. __ _ MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL PORTABLE RENTON SCHOOL DISTRICT GRADING AND DRAINAGE PLAN • EAST 19 APR 2016 ...--C3.1 -4 .. 7 AI-ININININIAIA! w ~ ~ t, w a ~ ~ ·\ I ~ Cf) Cf) Cl.. a. a. w ...J CD <( I-er 0 a. ...J 0 0 I (.) Cf) >-er <( I-z w ::? w ...J w Cf) I- I S2 w I Cl 0 ~ w ...J a. <( ::? ADAPTER SKIRT CATCHBA5fN...._ RETRIEVAL STRAP ;;J I OVERFLOW (TO BYPASS PEAK STORM VOLUMES) ,., V,/1 '\i\ JI .t' l'/1 J /L -.-I /// _-/////,.\//// //,. ~ SEDIMENT ACCUMULATION INLET SEDIMENT PROTECTION NOT TO SCALE ,. RAISE • 112' WIDE BORDER NOTES: 1, PIPE MATERlAL AS SPECIFIED BY THE ENGINEER. 2. PIPE DIAMETER AS SHOWN PER ptAN. 3000 psi CLASS C CONCRETE {TYP.) /lANDSCAPE AREAS ONLY) "" 12·0 ~ FIBRE JOINT ~ I PACKING ==t2.7ra- Ut1J ::'6l CAST IRON RING A~ND-----~'/::..°':'.: 0~~~~0UT EDGE OF EXIST1NG PAVEMENT • -• , IN SAM WER JOINTS • --~=-------·c·----~hi MAIN SE EXISTING FRONTAGE ROAO GEOTEXTILE £ATCH BASIN INLET PROTfc<;_TfON NOT!c_S AS Af'PUCABLE: 1. PLACE CONCRETE BLOCKS LENGTHWISE ON THEIR SIDES IN A SINGLE ROW AROUND THE PERIMETER OF THE INLET, SO THAT THE OPEN ENDS FACE OUTWARD. NOT UPWARD. THE ENDS OF ADJACENT BLOCKS SHALL ABUT. THE HEIGHT OF THE BARRIER CAN BE VARIED. DEPENO!NG ON ,. 3 .. s. OE SIGN NEEDS, BY STACKING COMBINATIONS OF BLOCKS THAT ARE 4 INCHES. AND 12 INCHES WIDE. THE ROW OF BLOCKS SHALL BE AT LEAST 12 INCHES, BUT NO GREATER THAN 24 INCHES. HIGH. PLACE WIRE MESH OVER TttE OUTSIDE VERTICAL FACE {OPEN ENO) OF THE CONCRETE BLOCKS TO PREVENT STONE FROM BEING WASHED THROUGH THE BLOCKS, USE HARDWARE CLOTH OR COMPARABLE \'VIRE MESH WITH 1/2 INCH oPEN!NGS. PILE STONE AGAINST THE THE WIRE MESH TO THE TOP OF THE BLOCKS USE 314 TO 3 JNCH GRAVEL Pl.ACE WIRE MESH OVER DROP INLET SO THAT THE WIRE EXTENDS A MINIMUM OF 1 FOOT BEVONO EACH SIDE OF THE INL£T STRUCTURE. USE HARDWARE CLOTH OR COMPARABLE WIRE MESH Of 112 INCH OPENINGS. IF MORE TttAN ONE STRIP OF MESH IS NECESSARY, OVERLAP THE SffilPS. PlACE FILTER FABRIC OVER WIRE MESH. PLACE 314 INCH GRAVEL OVER WIRE MESH. THE DEPTH Of STONE SHALL BE AT LEAST 12 INCHES OVER TNE ENTIRE INLET OPENING. EXTEND THE STONE BEYONO THE INlET OPENING AT LEAST 18 INCHES ON AU. SIOES 6. IF THE STONE FILTER BECOMES Ct.OGGED WITH SEDIMENT. THE STONES MUST BE Pln..LED AWAY FROM THE INLET ANO CLEANED OR REPLACED . 7. IF THE C8 GRATE BECOMES CLOGGED WITH SEDIMENT. CONTRACTOR SHAU BE RESPONSIBLE TO IMMEDIATE!. Y ClEAN DEBRIS FROM GRATE. FILTER FABRIC MATERIAL {ORANGE)-----... MIRAFI 100 NS OR EOUIVALENT 2" X 2" BY 14 GA. WIRE-----........ FABRIC OR EQUIVALENT, AFFIX TO POST PROVIDE J.'4". 1 112" WASHEO GRAVEL BACKFILL IN TRENCH ANO ON BOTH SIDES OF FILTER FENCE FABRIC ON THE SURFACE 7 X 4" WOOD POST OR STEEL FENCE POST ,. ,, b N -- aFH±~Ht+~~±:H±::::±.c;..;... ~ :;:l±H~±t ,.t .±-'.,± b 'Z'X'Z'BY14GA... WIRE FABRIC OR EQUNALENT trra E;:IT.:: BURY BOTIOM OF ' , FILTER MATERIAL . U·--·-· ----· _ ---···-·-·-·-···-·-~--. ---~ r IN 8"X12" TRENCH ~ :e FINISH GRADE 1' MlN.1 ~f: \ ROOF DOWNSPOUT~ SEE ARCHITECTURAL DETAILS. ,.,REDUCE~ BUSHING {SxH) ,._, ~· 4,4 45• ELBOW (5>:G} FLUSH Wif!NtSH GRADE \ PROVIDE EXTENSION AS REQUIRED ,. 6·ROOFORA!N_)( I -~ CONNECT TO ~ -4><-4 45• ELBOW (SxG) STORM DRAIN 6><4 EXTENDED BUSHING (SxG) NOTES: FOUNDATION-SEE STRUCTURAL DETAILS 1. COORDINATE DOWNSPOUT LOCATIONS WITH BUILDING CONTRACTOR. NO OFFSETS ALLOWED. 2. ASPHALT PAVING ADJACENT TO PVC PIPE TO BE COLD MIX TO PREVENT MELTING PIPE. 3. CONTRACTOR SHALL COORDINATE SlQCI( OUTS FOR FOOTINGS WITH ARCHITECTURAL AND STRUCTURAL PLANS. "''' FROIIT YD 0 ~!~;c!ENCE mo mxm 2' X ~· WOOD POSTS, STANDARD OR BETTER, OR STEEL FENCE POST (DJ., CONC.) (CPEP, CMP. PVC) BACKFILL PAVED AREAS AND WITHIN R.O.W. CRUSHED SURFACING TOP COURSE, WSDOT 9--(/3.9(3) 95% COMPACTION. 5• MAXIMUM LIFTS. NATIVE MA TERJAl MAY BE USED lF IT MEETS THE REQUIREMENTS OF STRUCTIJRAL FILL AND COMPACTION CAN BE ACHIEVED AS APPROVED BY THE GEOTECHNlCAL ENGINEER. BACKFILL UNPAVED AREAS NATIVE MATERIAL OR GRAVE!. BACKFILL FOR PIPE BEDDING, 90% COMPACTION, 12" MAXIMUM NOTE LIFTS. ,, SUBGRAOE ELEVATION ~PEAS SPECIFIED ON Pl.ANS . J 0 ~9o<?!, DOWNSPOUT CONNECTION BACKf'ILL MATERIAL SHALL NOT HAVE PARTICLE SIZE GREATER THAN 1" WlTH!N 6" OF THE PIPE OR THE CONTRACTOR HAS THE OPTION TO use GRAVEL BACKFILL PIP£ ZONE BEOOlNG CONFORMING TO WSOOT 9--03.12 !3). ~~~~:8)~~-;~~=~LBACKF<ll IC:.·,,-I.0.+30" . :~:~~E WSDOT 9-03.12(3), 95~ COMPACTION ,,,,_ ., ... 4•. 6" QUARRY $PALLS · 0 ~~~!?,~NG AND BACKFILL PIPE IN TRENCHES CONSTRUCTION ENTRANCE NOTES: 1. MATERIAL SHALL BE ,t..!NCH TO &-INCH QUARRY SP ALLS AND MAY BE TOP-DRESSED WITH 1-INCH TO l-lNCH ROCK \STATE STANDARD SPECIFICATIONS. SECTION 6-15.) 2. THE ROCK PAO $HALL BE AT LEAST 12 INCHES THICK ANO 100 FEET LONG. WIDTH SHALL BE THE FULL WIDTH OF THE VEHICLE INGRESS ANO EGRESS AREA. 3. AOOITIONAL ROCK SHALL BE ADDED PERIODICALLY TO MA.INT AIN PROPER FUNCTION OF THE PAD. ... IF THE PAD DOES NOT AOEQUATEL Y REMOVE THE MUD FROM THE VEHIQ.E WHEELS. THE WHEELS SHAU BE HOSED OFF BEFORE THE VEHICLE ENTERS A PAVED STREET. THE WASHING SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK AND WASH WATER SHAU DRAIN TO A SEDIMENT RETENTION FACILITY OR THROUGH A SILT FENCE. NOTES: l. Tl-tE Fll TER FABRIC SHALL BE PURCHASED !NA CONTINUOUS ROll CUT TO THE LENGTH OF niE BARRIER TO AVOID USE OF JOINTS WHEN JOINTS ARE NECESSARY. FILTER CLOTI-1 SHALL BE SPUCEO TOGETHER ONLY AT A SUPPORT POST WITH A MINIMUM $JX.INCH OVERLAP. AND 80TH ENDS SECURELY FASTENED TO THE POST. 2. THE FILTER FA8RIC FENCE SHALL BE INSTALLED TO FOUOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF S1X FEET APART AND DRIVEN SE CU RELY INTO THE GROUND (MINIMUM Of 30") 3. A TRENCH $HALL BE EXCAVATED. ROUGHLY EIGHT INCHES WIDE AND TWELVE INCHES DEEP. UPSLOPE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED WHEN STANDARD STRENGTH Fll TER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-OUTY WIRE STAPLES Al LEAST ONE INCH LONG, TIE WIRES, OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM Of FOUR INCHES ANO SHALL NOT EXTEND MORE THAN THIRTY SIX INCHES ABOVE THE ORIGINAL GROUND SURFACE. 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPlE.0 OR WIRED TO THE FENCE. AND TWENTY INCHES OF THE FABRIC SHALL. BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN THIRTY S1X INCHES A.BOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPlEO TO EXISTING TREES. WHEN EXTAA-STRENGTH FllTER FABRIC ANO ClOSER POST SPACING ARE USED. THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. 1N SUCH A CASE. THE FILTER FABRIC 1$ STAPLED OR WlREO DIRECTLY TO THE POSTS WITH All OTHER PROVISIONS OF STANDARD NOTE (S) APPL YING. 7. THE TRENCH SHALL BE BACKFILL WITH 314 INCH MINIMUM DIAMETER WASHED GRAVEL FILTER FABRIC FENCES SHAU BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BlJT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. FILTER FABRIC FENCES SHAU. BE INSPECTED IMMED1ATEL Y AFTER EACH RAINFALL ANO AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 10. CONTRIBUTING LENGTH TO FENCE SHALL NOT BE MORE THAN 100 FEET. 11, DO NOT INSTALL BELOW AN OUTLET PIPE OR WEIR. 12. DO NOT DRIVE OVER OR FILL OVER FILTER FABRIC FENCE. RECEIVE II) MAY 16 2016 CRUSHED SURFACING 3;:t ~-• ~, J' BASE COURSE PER 1 -:~,X-«%,~ WSDOT903-9(3c.,...,, c-,-~ .. \i't"~I" ~~~;,-0;:2~~,,/') ~ • 4 r ~,t..L. V 111 .0» «,, .;,y/ «_, PLAr,·• ·,N"' ~--,·sro /,(/"'",,,W,,(/,,",,»:7-12"COMPACTED O!\u ...::: Ulv1 N 0.>/,,<, ,,Y>/,,<,~ SUBGRADE TO 95% NOTES: 1. ALL DEPTHS SHOWN ARE COMPACTED DEPTHS. 2. THE CONTRACTOR SHALL EXPOSE EXISTING FILL, PROOF ROLL ANO COMPACT TO 95 .... !F YIELDING CONDITJONS ARE ENCOUNTERED, YIELDING MATERIALS SHALL BE REPLACED WITH IMPORTED STRUCTURAL Fill MATERIAl. THE DEPTH OF MATERIAL REPLACEMENT SHALL BE DETERMINED BY THE GEOTECHNICAL ENGINE.ER. ASPHALT CEMENT 0 ~~Y~ENT SECTION u ' ~·--~ Ii l!!l!'! 5. GEO TEXTILE SHALL MEET THE FOLLOWING: GRAB TENSILE STRENGTH 200 SI MIN. GRAB TENSILE LONGATION 30% MAX. MULLEN BURST STRENGTH 400 PSI MIN. AOS 2-45{U.S, STANOARO SIEVE) Cheeked IOI' Compllarioe to City Standards mmm 111 • USE OF EXISTING PAVEMENT IS PERMISSIBLE UNTIL PAVEMENT FAILS. _ .. ____ _ ---SET -·-· ··-·- I Pl,;~,Hdia~~~ TW~~~ Dopl ~"' I TACOMA• SEATTLE· SPOKANE • TRI.CITIES 0 CONSTRUCTION ENTRANCE -c.,,.,N ~ -~~ CUP ---.. ="..J:;.==-.= """"'""""'"""''""300 T=~.WA9640 7 NOT TO SCALE --- .1.<:. Nnrrn I~...,....,._, I ____ _ 19 APR 2016 ....-- Know what's below, Call before you dig, NO. RE.VISION --A.. TURPIN -F. AA.TONA. -I BY I DATE I APPR _,;· ntRST ' "'"""" ~ "~·- --I ·--,. ___ --® PORTABLE RENTON SCHOOL DfSTRfCT NOTES AND DETAfLS C4.0 avr,5---..;-7 AI-ININININIAIA! w ~ z ~ a • a \ I g ch en ci.. a. a. w ....I ID <( f-a: 0 a. ....I 0 0 I (.) en >-a: <( f-z w ~ w ....I w en f- I (!) ui I 0 0 0 ~ w ....I a. <( ~ HYDROSEEDING NOTES 1. HYDROSEED1NG, INCLU01NG lA'NN EST"8L1SHMENT. SHAll BE APPUEO TO All DISTURSEO NON-PAVED AREAS. 2. HYOROSEEOING TO BE THE FOU.OWING MIXTURE: TYPE OF PROPORTIONS PERCENT PERCENT MIXTURE BY WEIGHT PURITY GERMINATION PERENNIAL RYE GRASS '"' "' '" CREEPING RED FESCUE '" 90% '" CREEPING RYE GRASS '"" "' "' HIGHLAND BENT GRASS "'" 90% ,0% 3. APPUCATION TO BE 100 LBSJACRE. 4. 500 LBS/ACRE 10-20-20 FERTILIZER. 2000 LBS/ACRE MULCH ANO 40 LBS!ACRE SOIL STA81LIZER TO BE APPLIED WITH SEED MIXTURE. 5. SEEDtNG SHALL MEET REQUIREMENTS OF SPECIFICATION 32 92 00 AND WSDOT SPECIFICATION 8-02.3(16) MULCHING NOTES 1. MULCH MATERIALS USED SHAll BE HAY QR STRAW, ANO SHAU BE APPLIED AT THE RATE OF 2 TONS/ACRE 2. MULCHES SHA.LL 8£ APPUED IN ALL AREAS WITH EXPOSED SLOPES GREATER THAN 2:1. MULCHING SHALL BE USED IMMED\ATEL Y AFTER SEEDING OR IN AREAS WHICH CANNOT BE SEEDED BECAUSE OF THE SEASON. 4. ALI_ AREAS NEEDING MULCH SHALL BE COVERED BY N0VEMB£R 1. mtl ENDCAPOSPWG CLEAN OUT WYE FROM PIPE '4"0R6"PERFORATED PIPE LAID FlAT/LEVEl r TYPE 1 CB W/ SOUD LID COVER !LOCKlNGj ' FLOW TO SECOND DISPERSAL TRENCH IF NECESSARY TYPE> CS W/SOLIDCOVER FILTER FABRIC INFLUENT PIPE \MAX DESIGN FLOWt0.5 CFS PER TRENCH) PIPE 0.0. FLOW TD OTHER BRANCHING CB'S AS NECESSARY ,i·~ j ~·1--r 2"MOWCUR8~~ NOTHCES 2" ..J ),-'-4"0R6·PERFORATEO 1. THIS TRENCH SHALL B.E CONSTRUCTED SO AS TO PREVENT POINT DISCHARGE ANO/OR EROSION. 2. TRENCHES MAY SE PLACED NO CLOSER THAN 50 FEET TO ONE ANOTHER. (100 FEET Al.ONG FLOWLINE) 3. TRENCH ANO GRADE MOW CURB MUST SE LEVEL. ALIGN TO FOLLOW CONTOURS OF SITE. 4. CONSTRUCT GRADE MOW CURB LEVEL. GRAVEL FILLED TRENCH CD ~~T!!_~OTCHED MOW CURB ~ .. . Know what's below. Call before you dig. SURFACE WATER STANDARD PLAN NOTES 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR Tl-IE SURFACE WATER UTILITY. 2. BEFORE ANY CONSTRUCTION OR DEVELOPt.1ENT ACTIVITY OCCURS. A PRE-CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON Pt.AN REVIEW SECTION ANO THE APPLICANT. All OESlGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC), THE LATEST EDmON OF THE ST NII OARD SPECIFICATIONS FOR ROAD. BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSOOT AND THE AMERICAAI PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARWENT. IT SHALL BE THE SOLE REsPONSIBIUTY OF THE APPUCANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR. OMISSION. OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE Pl.ANS. All CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. -4. APPROVAL OF THIS ROAD, GRADING. PARKING AND DRAINAGE PLAN DOES.NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G., DOMESTIC WATER CONVEYANCE. SEWER CONVEYANCE. GAS. ELECTRICAL. ETC.). THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON ALE IN WITH THE CfTY. ANY DEVIATION FROM THE APPROVED PLANS WILL RE OU IRE WR!TIEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. SURFACE WATER UTILITY SECTION. 5. A COPY OF THESE APPROVED PL.ANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 AM TO 7 PM. MONDAY THROUGH SATURDAY, ANO NO WORK IS Al.LOWED ON SUNDAY, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON, 7. rr SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBIUTY TO OBTAIN i\il CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF SITE WORK. EASEMENTS REOIJ!RE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PlANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET All REQUIREMENTS Of CHAPTER -4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON. 9. DATUM SHALL BE NAVO 88 UNLESS OTiiERWlSE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK ANO ELEVATIONS ARE NOTED ON THE PlANS. 10. ANY DEWATER ING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITIEO TO THE CITY FDR REVIEW ANO APPROVAL. 11. ALL UTILITY TRENCHES ANO ROADWAY SUBGRAOE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD PROCTOR. 12. OPE.N CUTilNG OF EXISTING ROADWAYS FOR NON..f"RANCHISEO UTnJTY OR STORM DRAINAGE WORK IS NOT AU OWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENl'ON ANO NOlED ON THESE APPROVED PLANS. ANY Of>EN CUT SHALL BE REST OREO IN ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION STANDARDS. 13. ALL SEDIMENTATION/EROSION FACILmES MUST BE IN OPERATION PRIOR TO Cl EARING ANO BUILDING CONSTRUCTION, AND 1HEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ONSITE EROSION HAS PASSED. 1-4. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED ANO IN OPERATION PRIOR TO OR IN CONJUNCTION WITH All CONSTRUCTION ACTIVITY UNt.ESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER lJTILITY SECTION. 15. ALL PIPE AND APPURTENANCES SHALl BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIOGE CONSTRUCTION. THIS SHAJ...1. INClUDE NECESSARY LEI/El.ING OF THE TRENCH BOTIOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT ANO COMPACTION OF REQUIRED BEDOING MATERIAL. TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. AU PIPE BEODING SHAll ee APWA CLASS ·c:WITH THE EXCEPTION OF PVC PIPE. 16. STEEL PIPE SHALL BE ALUMINIZED. OR GALVANIZED WITH ASPHALT TREATh1ENT #1 OR BETTER INSIDE AND OUTSIDE. 17. AU DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 18. BUILDING AND OTHER STRUCTURES SHALL BE Pl"CED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES.• 19. All CATCH BASIN GRATES SHALL BE DEPRESSE.D0.10 FOOT BELOW PAVEMENT LEVEL 20. All DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF•WAY SHAU BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION Of ROADSIDE DITCHES. WHERE REQUIRED, SHALL BE Of SOUND QUARRY ROCK PLACED TO A DEPTH OF 1 FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 44NCH TO 8-lNCH ROCK 140% TO 70% PASSING; 2·1NCH TO 4-INCH ROCK 130% TO 40% PASSING: AND LESS THAN 2---INCH ROCK 110% TO 20% PASSING. 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNt.ESS APPROVED BY THE CITY Pl.AN REVIEWER OR SURFACE WATER lJTILITY SECTION AN ACCURATELY O!MENSlONED, CERTIFIED AS-8U!LT DRAWING OF THIS DRAINAGE SYSTEM WlLl BE SUBMITTED TD THE CITY U?ON COMPt..ETION 22. DRAINAGE OUTLETS (STUB-OUTS) SHALL BE PROV10EO FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFIL TRATlON BY THE CITY. STUB.OUTS SHALL CONFORM TO THE FOLLOWING: a EACH OUTLET SHAU. BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS NIID FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER. THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE·FlOWING. POSITIVE DRAINAGE TO AN APPROVED STORMWATI:R CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. b OUTLETS ON EACH LOT SHALL BE LOCATED WITH A 5-FOOT.+UGH, 2-INCH BY -4 INCH STAKE MARKED "STORM" OR 'DRAIN: THE STUB-OUT SHAU EXTEND ABOVE SURFACE LEVEL. BE V1S1BlE. AND BE se:cuREo TO THE STAKE. EROSION CONTROL NOTES 1. THESE NOTES SHALL APPEAR FOR AU PROJECTS· SITE IMPROVEMENTS, SURFACE WATER UTILITY. WASTE WATER UTILITY, WATER UTILITY, ANO TRANSPORTATION PLANS. 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 3. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING JN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL ANO OBSER\1£D DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD. NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANTJESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. -4, STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING Of CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES. SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 5. ALL REOUIREO SEO!MENTATIONIEROSION CONTROL FA.ClLffJES MUST BE CONSTRUCTED ANO IN OPERATION PRIOR TO LANO CLEARING ANDJOR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS ANO ADJACENT PROPERTIES. ALL EROSION ANO SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING ANDJOR CONSTRUCTION IS COMPLETE ANO POTENTIAL FOR ONSITE EROSION HAS PASSED. THE IMPLEMENTATION. MAINTENANCE. REPLACEMENT, ANO ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMlTEE 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDmONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDmONS DICTATE. THE PERM!TEE SHALL ANTICIPATE THAT MORE EROSION ANO SEDIMENTATION CONTROL FACILITIES WlLL BE NECESSARY TO ENSURE COMPlETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREA TED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACIUTIES, OVER ANO ABOVE MINIMUM REQU!REMENTS. AS MAY BE NEEDED. TO PROTECT ADJACENT PROPERTIES ANO WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 7. 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, RESTRICT ORS, CHANNELS, OR RETENTION FACILITIES. 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBEO FOR TWO DAYS OUR!NG THE WET SEASON (OCTOBER 1 THROUGH MARCH 30)0R SEVEN DAYS DURING THE ORY SEASON (APRIL 1 THROUGH SEPTEMBER 30) SHAll BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEED!NG, MULCHING, PLASTIC COVERING, ETC.). 9. WET SEASON SEASONAi.. EROSION ANO SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSlMENT PROCESS. 10. COVER MEASURES WILL BE APPLIEO IN CONFORMANCE W!TH APPENDIX O OF THE SURFACE WATER DESIGN MANUAL 11. ANY AREA NEEDING ESC MEASURES. NOT REOtllRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN DAYS 12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 13. AT NO TIME SHALL MORE THAN 1 FOOT OF SEDIMENT BE ALLOWE.OTO ACCUMULATE WITH!NACA.TCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHAU. NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM. 14. DURING THE TIME PERIOO OF OCTOBER 1 THROUGH MARCH 30, ALL PROJECT DISTRlBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UNWORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH. SODDING, OR PLASTIC COVERING. 15. MN PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHAL.L BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE Sl'ORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM. THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOITOM AND StOES ARE AT LEAST 3 FEET ABOVE THE ANAL GRADE OF THE PERMANENT FACILITY. 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1), All. DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITH!N ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP Of THOSE AREAS TO BE SEEDED ANO THOSE AREAS TO REMAIN Ut,ICOVEREOSHAU. BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. REC C I V ;-u 1/'4"SLOPE ELEVATION MAY 1 G Z0:6 C r•"'"V c-r-0 •-?'\M .. ~ v r ~ ... r:, -@--•"' , MOW CURB 2 PLANfaiNo LJ1v1:.. 'C4.1' _j_ ,. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER -4 OF THE SURFACE WATER DESIGN MANUAL ANO, IF NON-METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION MIRAFI MSCAPE GEOTEXTILE WEEDFABRJC (1)~ BARS CONT. STOP AT EXP JOINTS NOTCHED MOW CURB d. PRIVATE DRAINAGE EASEMENTS ARE REOUIRED FOR DRAINAGE SYSTEMS 0ES1GNED TO CONVEY FLOWS THROUGH JNONIOUAL LOTS. e. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB-OUT CONVEYANCE UNES WITH RESPECT TO OTHER UTILITIES (E.G., POWER, GAS, TELEPHONE, TELEVISION). I. ALL INDMDUAL STUB-OUTS SHALL BE PRNATE.LY OWNED AND MAINTAINED BY THE LOT HOMEOl/v'NER NOTE: ,4• GRAVEL BELOW PROPOSED PORTABLE EXTENDING 1' BEYOND PORTABLE WALL GRAVEL SHALL CONFORM TO WSDOT 9-03.9(3) TOP COURSE. 0 NOTCHED MOW CURB NOTTO SCALE g. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKfLOW PREVENTION OR A CHECK VALVE. ~K SHALL BE PLACED BELOW THE .RAMP ANO STAIRS 23. ALL DISTURBED PERVIOUS AREAS (COMPACTED. GRADED. LANDSCAPED. ElC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED ANO REOISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL. OR: AMENDED SOIL SHALL BE ADDEO TO MAINTAIN THE MO!ST\JRE CAPACITY. 24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 0 ~,~~.~URB DI ~~ 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CrTY OF RENTON DOES NOT RELIEVE THE OWNER Of" THE CONTINUING LEGAL OBLIGATION ANDJOR L1ASILITY CONNECTED WITH STORM SURFACE WATER OISPOS!TlON. FURTHER. THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES. PROTECTM EOUJPMENT. Fl.AGGERS. ANO ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEAL TH, AND SAFETY OF THE PUBLIC, AND TO PR.OTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT-Of-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS OMSION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION ARE.A (APA) SHALL COMPL y WITH SPECIAL REQUIREMENT #60f THE SURFACE WATER DESIGN MANUAL AN~ AQUIFER PROTECTION REGULATIONS (RMC -4-3-050). CUP-SET NO. REV1S>ON BY DAT1: APPR -.""""' F. AA"ION' -•• FIERST -'"""""' "5 NOTED --' L~ -===-~ ~ M .. W!;~fT~ Checked tor CompbflCe to City S1andaros mGfilll ;R CITY OF RENTON Plonnlng/Bu~dlng/Publie WoM Dept. ~~-5 TACOMA· SEATTlE • SPOKANE • TRI-CmES ..... _____ __ ~'5 • ...::.:: .. -:.::-.:... 2215 North 30th Sum. Suite 300 Tamma, WA fl6403j ~.383.2422 m 253.3832572 FAX -..ttlicxm l',£8 MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL PORTABLE RENTON SCHOOL DISTRICT NOTES AND DETAILS -19 N'ff 2016 ...-- C4.1 6 .. 7 AI-ININININIAIA' w i t, w a ~ ~ I § ch (/) ci.. a.. a.. w _, <D ~ a: 0 a.. _, 0 0 J: (.) (/) >-a: ~ z w ::a; w _, w (/) I- J: S2 w J: Cl 0 0 ~ w _, a.. < ::a; 1 , . ..,. f-----8'-0" MAX TOP & aonoM RAil 1-518" DIA. t ,. ~ • ',':-/ y/':,,-.3'--0" 2·'"' FABRIC 12GACORE 11 GA BLACK VINYL COATING (10-MIL) V-5-114" • 314• BANDS ; !r~:~i~;~9:; POSTS l---114"x 314" FLAT j STRETCHER ~ -,'(/, ',, ' ·> .... / / >2--~ : / ~:l~%<t1<i:fj}f-::x<:::-> CONCRETE FOOTING CD ~~!~~ LINK FENCE Knowwharsbelow. Call before you dig. ,~ w ( PROVIDE CAST IRON FRAME & GRATE 2. AREA ORAlN SHALL BE USED JN NON VEHICULAR ACCESS LOCATIONS. 0 ~~!SH BASIN -TYPE 40 ,,,. // NO. REVISION BY 113 BAR EACH CORNER FRAME ANO VANED GRATE ONE #3 BAR HOOP FOR 6" HEIGHT #'.lBAR~CH CORNER 18'MIN. "'SAR HOOP NOTE SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION TWO #3 BAR HOOPS FOR 12" HEIGHT 1 . AS ACCEPTABLE AL TERNA TlVES TO THE REBAA SHOWN lN THE PRECAST BASE SECTION. FIBERS (PLACED ACCORDING TO THE STANDARD SPECIFICATIONS). OR WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT SHAtl BE USED WITH THE MINIMUM REQUIRED REBAR SHOWN IN THE ALTERNATIVE PRE CAST BASE SECTION. WIRE MESH SHAU. NOT BE Pl.ACED IN THE RECTANGULAR ADJUSTMENT SECTION SECTION B-B • KNOCKOUTS. 2 THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 20". KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5" MINIMUM GAP BETWEEN THE KNOCKOUT WA.LL AND THE OUTSIDE OF THE PIPE. AFTE.R THE PJPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR !N ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3 THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO TH£ LOWEST PIPE INVERT SHALL BE !5' 4 THE FRAME AND GRATE MAY BE INSTALLED WITH THE FLANGE UP OR DOWN. THE FRAME MAY BE CAST INTO THE ADJUSTMENT SECTION 5. THE PRE CAST BASE SECTION MAY HAVE A ROUNDED FLOOR. ANO THE WA.Ll.S MAY BE SLOPED AT A RATE. OF 1:24 OR STEEPER 6. THE OPENING SHALL BE MEASURED AT THE TOP OF TI-IE PRECAST BASE SECTION 7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE BASIN HAS BEEN PLACED. 0 ~~0~£~ BASIN -TYPE 1 RECEIVED OATIS APPR ~C Jf}&O~J-~Q~'<}'20~ /,::,/<!,/,/>/' / .. ,/./ .Y /;./ ·.,70' /,//// ; '/,/?-/ /,//-? . 0 ~~~cl;-AWN PROVIDE HYOROSEEOING PER HYOROSEEO!NG NOTES NOT SHEET C3.2 PROVIDE TOP SOIL PER SPECIFICATION 32 92 00 TILL UNOERL YING SOIL PRIOR TO TOPSOIL INSTAU.ATION MAY I G 2016 C!TV Of !::t:ilJ:"ON PlANN!NG DI\/ISION Checked for Comp!Janee 10 City S\arldards mcil'II ,_A. TURPIN AS NOTED F. KATON.II --' .. ·~ W. FIERSl" ~-COMf"OIIT -- CUP-SET ...=:~~ ~ !R CITY OF RENTON Plonning/Bui!djng/Public Works Dept. si1~~ TAC OM A· SEATTLE· SPOKANE ·TRI-CITIES ............ -... ..., ... .::. .. .,,,•.::=:-==-..:... 2215 North 3otl'I Street. Suite 300 Tacoma, WA 984031 253 383.2422 TR 253.3832572 FAX www.ahbi.ccm \\EB MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL PORTABLE RENTON SCHOOL DISTRICT NOTES AND DETAILS -19 N'R 2016 ...---(4:2 =--=-._.., 7 -7 AI-ININININIAIA