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HomeMy WebLinkAboutLarge Format - 2 of 2~ w u • ;: X 0 u °' . -:c u :c w 0 w II i " -;; 0 • " 0: .. "' 0 z ~ ~ ~ " a u 0 u U) :,: (') :,e .., <( " "' a, -..... <D "' ,:::. 0 0 -N "-0 "' ' :r: w -" -;; E ;-= '· " 0 0 "' " -0 w 0 I w u "" U) "' ?i a: N f-z / w n z w 0 V, <( :c 0.. / "' C -~ " F' u :::, u: f- If) z 0 u .s a• C " / C· <D D z 0 u w If) "' N 0 w / "' 0 0 Cl <( 0 0 N .-:'. Q_ ii Li: ___ _,_ ______ j -- " a w <.n :::::i 0 I w O::'. <{ s: <.n 1-- 0::'. <{ o_ O::'. <{ u u <{ o_ :c Q~ ~ 0 " • ~ Q'. Q. Q. <( w '.;: 0 >-(ll z 0 (/] > w Q'. 0 z w "' C PARCEL A: ALL THOSE PORTIONS OF THE SOUTH 1 /2 OF SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M.; AND OF RENTON FARM ACREAGE, AS PER PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 37, RECORDS OF KING COUNTY, INCLUDING VACATED STREETS ANO AVENUES ADJOINING AS WOULD ATTACH BY OPERATION OF LAW; AND OF CAR WORKS ADDITION TO THE CITY OF RENTON, AS PER PLAT RECORDED IN VOLUME 15 OF PLATS, PAGE 47, RECORDS OF KING COUNTY, INCLUDING VACATED STREETS, AVENUES, AND ALLEYS ADJOINING AS WOULD ATTACH BY OPERATION OF LAW, DESCRIBED AS FOLLOWS: COVER SHEET PACCAR PARTS WAREHOUSE NORTH 8TH ST :::, .2 CJ .Cfl z > :'.'i 3:! "' f-z w ::, :,; 0 -E:::::_ -------===--u BEGINNING AT THE EAST 1 / 4 CORNIER OF SAID SECTION 8, FROM WHICH POINT THE NORTHEAST CORNER OF SAID SECTION BEARS NORTH 01'02'09" EAST; THENCE NORTH 89'27'25" WEST, ALONG THE NORTH LINE OF SAID SOUTH 1/2, A DISTANCE OF 2647.56 FEET TO AN EXISTING CENTER OF SECTION MONUMENT; THENCE SOUTH 01'02'40" WEST, ALONG THE NORTH-SOUTH CENTER SECTION LINE OF SAIO SECTION 8, A DISTANCE OF 60.00 FEET TO THE SOUTHERLY MARGIN OF NORTH 8TH STREET, AND THE SOUTH LINE OF THE NORTH 30.00 FEET OF BLOCK I IN SAID RENTON FARM ACREAGE, AND THE TRUE POINT OF BEGINNING; THENCE NORTH 89'27'25" WEST, ALONG THE SOUTH LINE OF THE NORTH 30.00 FEET OF SAID BLOCK 1 AND ITS WESTERLY PROLONGATION, 986.13 FEET TO A POINT ON THE WEST LINE OF BLOCK 2 IN SAID PLAT; THENCE SOUTH 01'05'34" WEST, ALONG SAID WEST LINE AND ITS SOUTHERLY PROLONGATION. 1235.01 FEET TO THE SOUTHWEST CORNER OF BLOCK 5 OF SAID PLAT AND THE EASTERLY MARGIN OF GARDEN AVENUE NORTH; THENCE SOUTH 01'05'34" WEST, ALONG SAID EASTERLY MARGIN, 1,099.75 FEET TO THE NORTHWEST CORNER OF LOT 1 IN BLOCK 4 OF THE AFORESAID CAR WORKS ADDITION TO THE CITY OF RENTON; THENCE SOUTH 89'23' 14" EAST, ALONG THE NORTH LINE OF SAID LOT 1 AND ITS EASTERLY PROLONGATION, 119.00 FEET TO THE NORTHWEST CORNER OF LOT 6 OF SAID BLOCK 4; THENCE SOUTH 01'05'51" WEST, ALONG THE WEST LINE OF LOTS 6 THROUGH 10 OF SAID BLOCK 4, A DISTANCE OF 226.95 FEET TO THE SOUTHERLY LINE OF SAID BLOCK 4; §=:.::-~ -l-~ 1"=200' THENCE SOUTH 89'23'14" EAST, ALONG THE SOUTHERLY LINE OF SAID BLOCK 4 AND ITS EASTERLY PROLONGATION, 869.30 FEET TO A POINT ON THE NORTH-SOUTH CENTER OF SECTION LINE OF SAID SECTION 8; L~-------rll THENCE SOUTH 89'23'14" EAST, ALONG THE SOUTH LINE OF BLOCK 13 AND ITS EASTERLY PROLONGATION, IF ANY, OF SAD PLAT, 248.21 FEET TO THE WESTERLY MARGIN OF VACATED HOUSER WAY NORTH (A.K.A. RAILROAD AVENUE); THENCE NORTH 23'50'20" EAST, ALONG THE WESTERLY MARGIN OF SAID VACATED HOUSER WAY NORTH, 414.23 FEET TO A POINT OF TANGENCY WITH A 789.02 FOOT RADIUS CIRCULAR CURVE TO THE LEFT; THENCE NORTHERLY, ALONG SAID CURVE ANO SAID WESTERLY MARGIN, THROUGH A CENTRAL ANGLE OF 22'50'00", AN ARC DISTANCE OF 314.44 FEET, TO A POINT OF TANGENCY; THENCE NORTH 01'00'20" EAST, ALONG SAID WESTERLY MARGIN 1621.58 FEET TO A POINT OF TANGENCY WITH A 543.69 FOOT RADIUS CIRCULAR CURVE TO THE LEFT; THENCE NORTHERLY, ALONG SAID CURVE AND SAID WESTERLY MARGIN, THROUGH A CENTRAL ANGLE OF 00'07'54", AN ARC DISTANCE OF 1.25 FEET TO A POINT ON THE SOUTHWESTERLY MARGIN OF THE BURLINGTON NORTHERN RAILROAD RIGHT-OF-WAY, SAID POINT BEING ON A 691.78 FOOT ' ,,, :~: ' ' . ' ~,, I ,, ' L, ~~~. =-~-~-~~~~----~-->;-------..... ,..-u_' : . . ' : ' l ' _j\ ----· "-~ ;t .. I NW .. I • = .. RADIUS CIRCULAR CURVE TO THE LEFT, FROM WHICH POINT THE CENTER BEARS SOUTH 39'27'38" WEST; THENCE NORTHWESTERLY, ALONG SAID CURVE AND SAID MARGIN, THROUGH A CENTRAL ANGLE OF 08'27'46". AN ARC DISTANCE OF 102.18 FEET; THENCE CONTINUING ALONG SAID MARGIN NORTH 59'00'08" WEST 151.23 FEET TO A POINT OF TANGENCY WITH A 757.01 FOOT RADIUS CIRCULAR CURVE TO THE RIGHT; : I ' ' ' ' ..... ' ' >o ' : I! ' ' ' ' ' ' ' . -~·-·-·-·-·-·,T~~,~~ I _:,1" L-... ,; ' ' THENCE NORTHWESTERLY, ALONG SAID CURVE ANO SAID MARGIN, THROUGH A CENTRAL ANGLE OF 14'46'33", AN ARC DISTANCE OF 195.22 FEET TO THE SOUTH LINE OF THE NORTH 60.00 FEET OF THE SOUTH 1 /2 OF SAID SECTION 8; THENCE NORTH 89'27'25" WEST, ALONG SAID SOUTH LINE, 98.96 FEET TO THE POINT OF BEGINNING; ' z cit u_j ~ >•' <( ,1 ;t ::::;. j SW 1 ••.. r 1 : ... • EX. BUILDING FF•39.50 • EXCEPT THAT PORTION THEREOF CONVEYED TO THE CITY OF RENTON FOR PUBLIC STREET PURPOSES BY DEED RECORDED UNDER RECORDING NO. 9212081715; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. .. ' . -----------ell l 1 ·r SPECIAL NOTES: 1. THIS IS A SUPERFUNO SITE AND EH&S PLAN AND PACCAR'$ SITE DEVELOPMENT 15 POINT MEMO DATED JUNE 25, 2004 WILL BE FOLLOWED. DURING ALL SUBSURFACE WORK, ENVIRONMENTAL CONSULTANTS MUST OBSERVE CONSTRUCTION. PACCAR TO BE ADVISED IMMEDIATELY IF OILY SOIL OR DEBRIS SUCH AS DRUMS, TANKS, ETC. ARE FOUND. 2. CONTAMINATED SOILS -ANY CONTAMINATED SOILS EXCAVATED DURING THIS PHASE OF THE PROJECT SHALL BE PLACED IN THE AREA DESIGNATED WEST OF THE EXISTING WAREHOUSE BUILDING. THIS IS A LOW LYING AREA OF THE PREVIOUSLY DEVELOPED PART OF THE SITE. THESE SOILS WILL HAVE TO BE TRACKED AND CAPPED AS DIRECTED BY HART CROWSER. 3. ANY SOIL EXCAVATED FROM BELOW THE CAP SHALL BE CONSIDERED CONTAMINATED SOIL AND WILL BE REQUIRED TO BE PLACED AS SHOWN ON SHEET T2 . . . ' . ' ' ' ' ' ' ' ' PROJECT LIMITS SHEET INDEX TIOF6 T20F6 T30F6 T40F6 T50F6 T60F6 COVERSHEET TEMPORARY EROSION CONTROL PLAN-SW TEMPORARY EROSION CONTROL PLAN -NW SITE SECTIONS -A,B,C SITE SECTIONS -D,C NOTES AND DETAILS UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 811 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, fHE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. AND THE CITY OF SUMNER ENGINEER TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. z C) NORTH 6TH ST ?o -------+----jO rrl z ~ rrl z NORTH 4TH ST NORTH 3RD ST VICINITY MAP (NOT-TO-SCALE) SITE AREA I 0 C l/1 rrl Al :if ='< z 0 Al -, I ;: w 5 w 0:: ~ 0 O'. w 0. > w a: :,: ..: "' ci ci .., <( :r: .,; w " "' u :,: >, ~m "' -V a ;g N ci -z EARTHWORK QUANTITIES FOR PERMIT PURPOSES ONLY: EXISTING SITE AREA= 1,094,788 SF / 25.1 AC. RESLOPE FILL ALONG GARDEN AVE NORTH GRADING: CUT=2,700 CY FILL=2,700 CY AREA DISTURBED DURING CONSTRUCTION= 142,063 SF / 3.26 AC CONTACTS: OWNER: PACCAR, INC. 777 106TH AVENUE NE BELLEVUE, WA 98004 CONTACT: SCOTT SEDBERRY (425) 468-7318 ENGINEER: BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVENUE SOUTH KENT, WA 98032 PHONE: (425) 251-6222 CONTACT: JASON G. HUBBELL, P.E. EMAIL: JHUBBELL@BARGHAUSEN.COM SOILS ENGINEER: HART CROWSER 1700 WESTLAKE AVENUE NORTH, SUITE 200 SEATTLE, WASHINGTOi, 98109-6212 (206)324-9530 , SARAH B. UPSALL, PHO, PE SURVEYOR: BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVENUE SOUTH KENT, WA 98032 PHONE: (425) 251-6222 CONTACT: DENNIS SALTYS, P.L.S. EMAIL: DSALTYS@BARGHAUSEN.COM BASIS OF BEARING -HORIZONTAL DATUM: THE BASIS OF BEARING FOR THIS SURVEY IS NORTH 89'27'25" WEST, BEING THE CENTERLINE OF 8TH STREET. SAID BEARING IS BASED ON A RECORD OF SURVEY, REC. NO. 8712189002, RECORD OF KING COUNTY, WASHINGTON. VERTICAL DATUM: NGVD 29 -LIDAR TOPO SITE ADDRESS: N. 4TH ST AND GARDEN AVE N. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PUHSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. ' ' '-\_ ( ' ' Know what's below. Call before you dig. CITY OF RENTON Approved by: ______ _ Date: ___ _ Approved by:-------Date: ---- Approved by:-------Date: ___ _ Approved by:-------Date: ___ _ I-w w I CJ) a: ~ 0 ii) ~ .; 0 u 1/) ~1 "O <l> C Sl' "' <l> D I I- ::> 0 V) 2 C 0 -~ a :,: u 0 Q; C ,. e D oi "' .0 E U) a I() z .0 C\I 0 .-.., a 0 N II " - ~1 " "' " u " "' u 0 -~ t'. " > ~1 " <l> > e a. ci "" " ~ .c VI w CJ) ::> 0 I w a: <( ~ ~ <( CL a: <( 0 0 <( CL <( z ... -0 N ' ,n ' ,n " 0 D l/1 .w C.'.lU ~5 z fr'. zW :5 (/] Cl. ;;i 0 1-z z :5~ z ·O (.'.) fr'. z--> a: z ww w z . -(.'.) <.'.lz z-WG:j _J > -Q'. c::::, u (/1 u,J 0 I ~1 X 0 u Q; ::e <( N J: w "' 8 "' z I w U) ::) 0 I w 0::: <( 3: U) 1- 0::: <( o_ 0::: <( u u <( o_ .L -~ 0 o.~ (J) 0 01::; lf) {/)·c "' . -0 [ 5~ <.) " L}W "CL lL -........ c (_)1 Q -'= E ·o L ~= Q_) " E ~E ry·-c r--a C en C Q, 0 (J) [l C) J: J: w 6~ "' 8 ~ 6 w !' ' • u < I D:'. "' 0.. -, 0.. <( ':': 1--1--1--+-f-=+-m '° 0 N '-.. <D '-.. 0 "-. 0 1--1--1--+~I--I- "' '-.. ;,; E I w "' w f- <( 0 >-w i-= f-+--t--1---Sf-,----, '-.. .:'l 0 0 / "' 0 0 w u ~ °' ,-z w z 0 ;::: u ::, u: ,_ Ul z 0 u D z 0 u w '" Cl w 0 SJ 0 1--1--1--+-II-+ N / 0.: ~ z 0 (/) > w D:'. 0 z TEMPORARY EROSION CONTROL PLAN 1"=,40' 0 20 40 a f4t L 80 ,I T 0 6 0 0 0 " 0 Know what's below. Call before you dig. ··-~:-·1-,,, ~ _l}.lj 1R~"' ,, ,, ~: l 00 ,,, -~,,fil- es :: c ~ .!111'1 WATER M/H ,, 0 ,1, 0 ,,, + !t~ .l:1 '!1 o;f ,,, ,, ,, ,, ,, ,, ,, ,, ,, )l l)(M '° ,, ,,, "' ,, ,, ,, ,, 1tf' ill~ ,11 ,,, "' ::: ~ 111' 1•1 J.1m " "' '" X "fHg)' "' "' '" I "' "' "' ,, )j~ '" '" "' CB _1/;;~;·;/- •K 1 X ,,. a: " ,, I ,1: 0 ,, ,, li z i w~ CB ' '" RAMP~, ,"'>~o " :,\<-++~· "'Z " ·"w ,,, "' "O " " ,, a: ,, t" ,, <( 1: I'"! ~J;v ,, '" "' ,, "' ,, " EX. LANDSCAPING ALONG GARDEN AVE N TO REMAIN. INSTALL SILT FENCE ON EAST SIDE OF EX. TREE DRIP LINE. ,, Y, JU!I ,, "' i3+00 I ,, ,, ,, EX. FENCE TO REM IN ~ "" '" ,11 "' H R!McJ!D:4~"' '"" 12: DI S IE 0 3169: GAS~VE :: •. '<"><F'-"/--.,\! 12 DI N l.E.-31.69 "' 15" ADS E I.E.=27.24' !:,:w.~i 1-t'Jr·l'i"'"'-,::.ji,;; FOUND LEAD&TACK ' (MAY 20 4) ~i!-1.1 Hi CB 5TD GRATE RIM 0 34.58' 8'" CONC I.E. SWa33.J8" I· (MAY 2014 FOUND MONUME : · LEAD & TACK IN CONC *""-w SET 0.30' BELOW GRADE >--""-··--C . (MAY 2014) " ,, " ,a-1J..1.0 FOUND MONUMENTr-===~F;OU~N~D~LE~A~O&;"T;;A:;;CK~~:, 3"" BRASS DISK W/PUNCH (MAY 2014) STAMPED ''K.C. SURVEY MON STA: EN-89 1973'' SIG. POLE W/XWALK CLEARING LIMITS XJIU! TEMPORARY SILT FENCE (PER DETAIL SHT. T6) ~ x•» ---------IRR. BOX & BOLLARD TO REMAIN PROPOSED TOP OF .-~~ ==--·-> '~..,.--¥~= .. ~--------==· -!J... .'Jf;IIJ SDMH ig VAULT (L~~Afli#f" APPROXIMATED I FROM Gci6~£~'EA~TJ-lf31.97' 12 CONG LL NaJ0.92' X Ji.ru )(J.1./l.l )( ll~I .------------·-----------, (MAY 2014) CB STD GRATE LEGEND RIMa35 J8" XWALK 610:0NC I.E. N[0 32.04' CB STD GRATE 6" CONG I.E. W•31.49" • SILT FENCE CLEARING LIMITS DIRECTIONAL FLOW TEMPORARY INTERCEPTOR DITCH TEMPORARY CONSTRUCTION ENTRANCE ROCK CHECK DAM FOR DEMOLITION INLET PROTECTION • • D LIMITS OF CONTAMINATED SOIL•.., ....., """" ...., ...., 6" CONC I.E. E0 33.18' RIM•J5.1 O' 6" CONG I.E. W0 33.57' CB STD GRAT~ RIM==35.15 UNDER ROUND i' 1ESC KEYN01ffl1S OJ MONITORING WELL TO REMAIN. "R"·' WATER VALVE a" DJ I.[. NcJJ.J)' & HYDRANT 6" CONC I.E. S0 J3.57' PnwrR Drn r r,;-i MAINTAIN OR REPLACE INLET PROTECTION PER DETAIL SHT ~T6 [TI EXISTING SILT FENCE TO BE MAINTAINED/REPAIRED OR REINSTALLED AS l>IECESSARY PER DETAIL SHT T6 [TI EXISTING CONSTRUCTION ENTRANCE TO BE MAINTAINED/REPAIRED AS NECESSARY. I]] PLACE ANY EXCAVATED CONTAMINATED SOILS HERE AND CAP WITH A MINIMUM I FOOT OF CLEAN MATERIALS. MAX ELEVATION OF CONTAMINATED SOILS =41.5 AND MAX SLOPES=6:1. HYDROSEED ANY DISTURBED AREAS WHEN FINAL GRADE IS REACHED. I X.!i!.!11 81 t - "' 0 0 '>-w _J _J <( -SW DESIGNA1ED AREA [[J FOR CONTAMINA1ED SOILS TEMPORARY SlLT[TI FENCE (PER DETAIL SHT. T6) CLEARING LIMITS RECOMMENDED FOR APPROVAL w Vl ::, D z ::'i <fl ,_ z w ;:,; ;:,; 0 u ;a: w 5 w "' >->-u "' w Cl. > w "' I "' -, I w "' :r: w "' "' 0 N C 0 ·;; ·, " "' " 0. 0. <( -ci -" <J £ " 0 0 0 z By: _____________ Dole: _____ _ By: -------------Dole: _____ _ By: _____________ Dole------ By:--------------Dole ______ _ w CJ) :::> z ~ 0 0 I -w CJ) I a: 0 z <( cc < ~ w _J >-[L. ~ a: _J <( 0 a: < cc a: 0 [L. I- [L. z a: ::!? 0 < w () () I-() < a.. d) F ~ a: W,q-W zom ()~~@~ ~ m <( (J) r-,.. a:~3:I=~ <( -0 O~W O '-t o scnao <(©w .. ('J (L $2 _J b :::t t--_J <( r::: w .... mz 0 L. 0 if 0 0 ;; c 0 0 0 " ~ <( u ~ II • z Vl ·c • " 0 > J: ~1 §I ~1 .,. u 0 0 "' N -.... " " "' " " " -.... 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Q_ <D ~ w if) ::) 0 I w O::'. <{ 3 if) I- D::'. <{ Q_ O::'. <{ u u <{ Q_ .~ ·•·-' 0 0-~ '" 0 (.~ _;::; <I) (f',·c_ -~ .E ,... ·o .. , <( u . ~w ~CL ' . .._ C O)o ·'= E "(_) \.,. :---= V cil E '-E or CN Cui C Ql () <l! n:: 0 :c w J: <> .. "' 8-;t u u ~ 6 " u C r ~ 0 :c CL 0 ll. , ll. <( ~ w <D f--- '-. <( D 0 :c >-w w "' <.,J u ~ ,-z w z z 0 0 (/) ;::; > L) ::, w °' CL ,- (/) z 8 D ,". 8 <d VI 0 <J 8 _, 0 z 1"=40' 80 l Know what's below. Call before you dig. LEGEND SILT FENCE CLEARING LIMITS DIRECTIONAL FLOW TEMPORARY INTERCEPTOR DITCH -----------\....A...A....A..A TEMPORARY CONSTRUCTION ENTRANCE ROCK CHECK DAM FOR DEMOLITION INLET PROTECTION ) --...···--- D LIMITS OF CONTAMINATED SOIL-....., ..,.. ...., ,_ TESC KEYNOTES: IJJ MONITORING WELL TO REMAIN. b 0 0 0 + 0 Gl MAINTAIN OR REPLACE INLET PROTECTION PER DETAIL SHT l;.J T6 11] EXISTING SILT FENCE TO BE MANTAINED/REPAIRED OR REINSTALLED AS NECESSARY PER DETAIL SHT T6 llJ EXISTING CONSTRUCTION ENTRANCE TO BE MAINTAINED/REPAIRED AS NECESSARY. m PLACE ANY EXCAVATED CONTAMINATED SOILS HERE AND CAP WITH A MINIMUM 1 FOOT OF CLEAN MATERIALS. MAX ELEVATION OF CONTAMINATED SOILS =41.5 AND MAX SLOPES=6: I. 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OESIGNEO KEH DRAWN: RDC ADDED SECOND CONSTRUCTION ENTRANCE KEH 10/\~L, JGH CHECKED: a, ':'i 0 0 'i, J:..r,, {/) ::a ::OX I l""l f'1 iii O 3:: J> ..-j "ti 0 >zrri< U'l C) )> f"l u,("') Zo I>oo o:-0:s;~ :; -)> zo~s::: o;::-ozc2 z~s:::~ u,~ ........ a IZ """">'1U'l -<oO ..-Jri,oF "'0 -; U1 () [Ji Or rrriz U) )> "' Zo -; ,.., 0 3:: U) )> U) a, -; )> f'1 M ,0 3!-< "Cl J> £:'0 (') 0 "' )> 'D 0 'D "' -...... ~ Zo- o ~ II M 3:: ,- v:i >.:,.. o_ c5 ~:..:.. z:,: I J> 0 -; " "' 0 a, a, ':'i ':'i 0 0 0 0 'i, ~ Job Number 12567 Sheet II o_ ;:'ii " ~ T4 6 of CJ) ~ CJ) m g 0 z () I () ID ':'i 0 0 ~ REVISION ~ ~ ~ i I i § i ~ KEH APPROVED· BY D.~TE APPR JGH 8 el g 34.5 34.2 L I : " I " I ' I i ' : 1 1 ' __ ;: ! : : ! 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I ,, ! ~ fj; gi I~ 0 2' For: PACCAR, INC. 777 106TH AVENUE NE BELLEVUE, WA 98004 CONTACT: SCOTI SEDBERRY (425) 468-7318 No. ~ § i i ~ i ~ § I ~ :::I: 8 I 35.5 35_.3 35.1 35.9 35A 37.29 35.3 l----3s:Ts 35.5 45.7 35.6 45.75 35.4 45:75 35_3 45.75 35.3 45.75 35.5 45.75 34.7 45.75 34-.7 45.75 34 3 45.75 3.3.B 45.75 33.6 45.75 .36.4 45.75 38.8 45.75 8 38 6 ~5:~ 38.4 45.75 38.6 45.75 38.3 45.75 38.1 45.75 38.4 45,75 39.0 45.75 39.1 45.75 39.:l 45.75 39.2 45.75 39.1 45.75 39.0 45.75 38.9 45.75 39.0 45;75 39.1 45.75 38.9 4$-:-75 38.8 45.75 39.0 45.75 39.0 45.75 39.0 45.75 I 39.o 1. 45. 75·'' 39.0 45.75 39.0 45.75 39.2 i I 1;1 1" ll 45.75 39.2 1; 45.75 39.6 45.75 40.4 12/01/151 KEH I KEH 'ii '! :1 i • I i I 'i 11 I :,I l__jJ_ ! ~ l ~ I ! ! ' ., .1 Ii,, ill; ·1: i: 'I '1 ! tti Ii I : i ::i:,,;j 11 !.1: . q, ·1· i+rh+Hl~H+ -l t::o ' .. c,. '· " " 0 ;1: "' o, I ·I"' "~L;J.· ' T ,_---,--,, '""""' ' ' /0 ! : : '· ·l'r : : !~, i I : . : ! i,: l-H·HhF:~~ :~:.11: : . '1 · : ii ! ,. ' · 1 l'T' .. '.. ,Ll. ,, '• r , Ii :1 ·1 • i I' i: 'i'!UU ' :1 (J) ---I m en m () -I -0 z CJ) JGH IREV PER CffY_REVIEW COMMENTS (LAND USE Dote By I Ckd. / Appr, Revision Title: SITE SECTIONS PACCAR PARTS WAREHOUSE File:P:\12000s\12567\en9_ineering\PHASE 3\1_2567-E1-4.dwg Date/Time:11/30/2016 9:42 AM Scale:1" = 1' RCOX Xref: NO. ADDED SECOND CONSTRUCTION ENTRANCE ~ ~ ~ 0 0 0 Q Q 0 ;:; ;:; ~ Job Number 12567 Sheet TS 6 of~-·-··" ~ 0 0 ~ REVISION §I ~ ~ 0 el ~ 11v -~ i~ ~c;.H~<,& ~A&.~ tlJ _ . 0>"l:-· ·····• -· -· ~ KEH 10/16/1 JGH BY DATE APPR -' II ... o. :r: 0 "' -' II -o. < '" "' -; SURVEYED: DESIGNED: KEH CRAWN: RDC CHECKED: KEH APPRO\.'ED· JGH (I) =i m (I) m 0 :::! 0 z m I m 18215 72ND AVENUE SOUTH KENT, WA 98032 ( 425) 251-6222 ( 425) 251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES § ~ SC,\LE CKE INCH .=.1 •u_:._ s~ IF NOT ONE INCH SCALE A.CCORDINGLY 8 VERTICAL: NAVO 1968 HORIZONTAL, NAO 1983/1991 ~ 21 ., 11 ! _ • • ! _ , , . i •• : . 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I i , I 45.75 I 1rrl11rl•l 1 11+11:l1HH-t1tliitl+i: I;' ii ~i' I 39.0 I; 39.0 43.93 39.3 36.99 'ii i! ' Ii H'-:ii 'i, I ii!li 37.6 t' I! :; ! I :I: i ·' '.'"~"'r -·· T .,, 1!: !1 I 36.1 8 &1 I,. Ii I !I I 1L r i ll 1 -\TI• l.J.1 i : ! 8 1! ,1 L -ii-T' 11 i I, ,,I i' IY lZL ;.J ' ::! •: I !I: :.:.~!.~HP , I , I , " : I d __ L_J11 ! i & s Designed JGH I Scole: Drown RDC I Horizontal Checked~ 1 "=40' JGH Approved --1 Verticcl I! Dote 5/5/20141 NA 0 "' ~1, CITY OF RENT,QN OATE FIELDBOCK: f'Ata:, DRAWING NO· ?',e;nning/Bui\C.',;· g/r\_1b\'1c \l·iorks Dept. Gregi; Zimmerman P.E., .Administrator PACCAR PARTS WAREHOUSE SHEET, OF: '-" o. (I) II -I ... o. m :r: 0 (I) "' -m ' 0 II -0. :::! < 0 ,-,-, ;,J z -; 0 I 0 For= PACCAR, INC. 777 106TH AVENUE NE BELLEVUE, WA 98004 CONT ACT: SCOTI SEDBERRY (425) 468-7318 i 8 ~ ~ ; I i ! i' ',; i :I;! '! ,1' I , . , . ....... -. 'I , , I .. 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'IF • I , .. - I : ' ' I ITT 1 I · 1 · "' ' ! . i I I 38 · .... -~ --~-+-!·~-~-J--! ···,1 I Ii I, . '' i I ' : : :J; J:frl·n: I MI J 0 I :1 · ' i=. ' : ' 38.5 38.3 ' I T .I: ,I -., '-" 0. ·'.-r-,;"s·1r I I i I' ' , .. , . , , . . I I , , , I, , · i ' ~ I 37.9 ~ I ~I! j '' 8 & g CJ) --I m en m 0 --i -0 z CJ) 12/01/151 KEH I KEH I JGH IREV PER CITY REVIEW COMMENTS (LAND USE No. I Dote I By I Ckd. I Appr, I Revision Title, SITE SECTIONS PACCAR PARTS WAREHOUSE .;..: "' x X 0 u D' II ' -"' 0 u (f) 2 <( "' :'. 0-, <D 0 N ·--.... 0 ,,., " "' E t::_ 2' 0 0 O' ~ v ci w I r--. co ,n N / ~) w (f) <( I Q. / 0, C ·~ "' C ·o; C "' / r--- ,.0 ,n N / <n 0 0 0 N ./ Q. .'!! [.;: ~ 0 m £ ~ g :r w "' • ~ 0 I " " 0 z " I 0 u J: 0 w "' . "' 0 ~ I u I "' ..., " "-<O ---.... 0 :r w "' w u z ~ ,-. z w z 0 c= u ::> 0:: ,-. VJ z 0 u 0 z 0 u w VJ 0 w 0 0 -« ~ B • C w (/) :::) 0 I w O:::'. <( 3: (/) f- 0:::'. <( Q_ O:::'. <( u u <( Q_ :c 0~ ~ 0 " • ~ D:'. [L [L .,: w ~ 0 >-0) z 0 (/) > w O:'. 0 z Know what's below. Call before you dig. EROSION CONTROL NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER. 2. ALL LIMITS OF CLEARING ANO AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD ANO OBSERVED DURING CONSTRUCTION. 3. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETED AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMIHEE. 4. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE SHALL ANTICIPATE THAT MORE EROSION ANO SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 5. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 6. 7. 8. 9. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, ALL PROJECT DISTURBED SOIL AREAS GRATER THAN 5,000 SQUARE FEET THAT ARE TO BE LEFT UNWORKED OF MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING, OR PLASTIC COVERING. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FUHTHEll WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONG WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPIEMBER INCLUSIVE. SEEDING MAY PROCEED. HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMITTEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR OTHER TREATMENT APPROVED BY THE Cl]'( OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. FOR ALL EROSION/SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE, A MINIMUM OF 3 FEET HIGH IS REQUIRED, WITH 3: 1 SIDE SLOPES. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 24' 50' 8" OF 4 TO 6 INCH QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE. FIL TEA FABRIC FENCE INSTALLATION NOTES 1. THE FILTER FABRIC SHALL 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 6-INCH OVERLAP, AND BOTH ENDS 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 6 FEET APArn AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). 3. A TRENCH SHALL BE EXCAVATED, ROUGHLY 8 INCHES WIDE AND 12 INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED. 4. 5. 6. 7. 8. 9. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. WHEN EXTRA STRENGTH FILTER FABRIC AND CLOSE POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE 5 APPLYING. THE TRENCH SHALL BE BACKFILLED WITH 3/4-INCH MINIMUM DIAMETER WASHED GRAVEL. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. NOTES AND DETAILS 1 I /;; z ~ ..... _____ .... -· -·-. ""·-... NOTES 1. CONDrrlOM OF U$E 1.·I. SHALL BE PROVIDED FOR Al.1.-STORM DRAIN INLE;;TS DOWN-SLOPE; MID WITHIN 5-00 FEET OF A DISTURBED OR CONSTRUCTION AREA, UrJLE.SS THE RUNOFF THAT ENTERS THE CATCl-lRA'SIN WILL BE GONVEYE[) TO f, SEDIMENT POND OR TRAP. 1.2. MAY BE USED A~HERE AT THE APPLICANrs DISCRETION TO PROTECT DFWNAGE SYSTEIJ. 1.J. THE CONTR!BUTIN(:1 DRAlt'-JAOE AREA MOST f.JOT BE LARGER THAN 1 ACRE. 2. DESIGN ,i,ND INSTALLATION SPECIFICATION$ 2.1. FILTER FABRIC IS ONLY ALLOWED WERE PONDING WILL NOTBE A Tl<AFFIC CONCERN AND WHERE SLOPE EROSIONWlW. N-OT REoULT IF THE GUHB IS OVERfOPPED BY PONDED WATER 2.2. THE Pt.ACEMENT OF A FILTER FABRIC UN DER GRATES IS GENERALJ. Y PROHIBITED AND THE USE OF FILTEF't FABRIC O'IER GPJ\TES IS STRICTI.Y LIMITED AND PISC0URA(3ED. ~-MAJlfTENANCE llTAHDARDS ,, 1, ANY ACCUMULATED SEOIM ENT ON OR AROUND INLET PROTECTION Sfilll.L BE REMOVE~ IMMEDIATELY. SEDI MEITT SHAU. NOT SE REMOVED WITH WATER AflD AU. SEDIMENT MUST BE DISPOSED OF AS FILL ON SITE DR HAULED OFF SITE. f'URl JC WORKS I) J>;PAKJ'Ml£1\ I FILTER FABRIC PROTl:CTBON ., ·' ,, > ' ______ ,,_,_. __ --- S-ECTiON VJE'ti ORAJNAGE SRA TE ·• m:~TAHG\.IJ.A1. GRATE SHO'(IN -\ \ _ _...\--··· -----·· \ ISOMiiTRlC VIEW NOTES 1. Size ~ Sei'llW Jnlet Cr:'iW OeVJce· (BJQO) fur 111e S\(,'fm wat.erS1TuffilJre ;t wll! oor.fre, PUllLIC' WOW<S DEPART.\IENT CATCH BA.SIN FILTER ffi:D. PLAN -216.20 1L\RCll 2008 STD. PLAN -2111.ao }fARCH 2008 JOINTS IN FILTER FABRIC 3HALl BE SPLICED AT POSTS. USE STAPLES. W!RE RJ!-.CS. OR EQlJIVALENTTOATTACH FJ\BRJC TO POSTS. --v---cEBim. [(' / 11 'l\ t; ' I I 't! :/ , ·+ ' I I I 2''x2" BY 14 G~. WIRE OR EQUIVALENT, !F STANDARD STRENG [H FABRIC us;o f'ILfE~ FABRIC--- ·1r=11l1~L=w=w-111-m 1.u ~L :_ , 1 .,,~c2~ l;;;ll~~~,,Ll~~iFJlliL.%i~"' :trl-::~~ ___ .,,1 6-'MAX. ---_ __ MINIMUM 4".14' TRENCH ~--- --_L LI / [_ I BACKFILL TRENCH WITH ,osTSPACINGMAYBEINCREASED ,, • NAT>VESDI/ TO B" IF WIRE 8ACKJNG 1.S USED '-... , '-,~ 2'x4' WOOD F'OSl S STEEL FENCE POSTS, REBAR, OR EQUIVALENT NOTES 1. CONDITION OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF /\LL OISTUHtlED AREAS. 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, ~JORIS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MOST BE CONVEYED T~IROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTlLE USED MOST MET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE AVAILABLE ON SlfE \Aos JASTM D4751) 30-lOOSIEVE si)"E(O.Go-0. t5MMJ fOR51~- --···--... ----..-~l!Jl? .. 5.1.~'{E Sllf. (0.3f>.0.15MMI FOR OTJ-IER fASRICS ~(~H!MITTIV!fY (/\STMD4:111 0.0"l SFC"-l MINIMUM IGRAS Tl:NSllE 5TR.NCHT (/\STM D-1632) ll!l}I.B5. MIN, rOR EXTflA ST/\EN·:;H FABRIC 100 LBS. MIil, FOR STANDARD STRENGHf FABRIC :GRAilTENSILE£LON,'.iATION {ASIM D4G:l2) 30%MAX. ·-i ULCRA'JIOLATE RESISTANCE (ASTM 0"355) 70%MN. 2.2. STANDARD STRENGTH FABRIC REQU!RES W!RE BACK!NG TO INCREASE THE STRENGTH OF THE FENCE. WIHE BACKING OH CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STHENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE- 2.3. WHEHE THE FENCE IS IN8TALLEO, THE SLOPE SHALL NOT BE STEEPER THAN 2H:1V 2.4. IF A TYPlCAL SILT FENCE JS USED, THE STANDARD 4X:4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE IS WELL BUH:!EDAND SECURE IN A fRENCH THAf STABJLIZES THE r'ENCE /iNU DOC.:S NOT ALLOW WATER TO BYPASS OK UNDERMINE THE SILT FENCE 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIArELY. 3.2. IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENTTAAP OR POND. 3.3. JT !S IMPORfANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNEUZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT. 3.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IFTHE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAV!OLET BREAKDOWN, JT SHALL BE REPLACED. PUBUC WORKS DEPARTMENT SILT FENCE STD. PLAN -214.00 NOTES !NSTALt DRIVEWAY CULVERT !FTHERE IS A ROADSIDE DITCI--I PRESENT, AS PER CITY ROADSTANOl,RDS 4"-13" QUARRY SPAL!.S GEOTEXTILE --- 1. CONDITION OF USE MARCH 2008 DRIVEWAYS SHALL BE PAVED TO THE EDGE CF R-O·W PRIOR TO INSTALLA110N OF fHE COMTRUCrlCN ENTRANCE 10 AVOID DAMAGING CF THi: ROADWAY IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFFlrlE PAD \ // \ ;<J ~~, PROVIDE FULL WIDTH OF '( """-._~ INGHESS1EGR'::~S AREA 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SHE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. ---··· ~- GRAB fENSILE STREBNGfH (IISfM D4751) 200 PSI MIN. Gf\AB TENS!tE ELONGATION (ASTM D4G32J 30% MNC. .. MULLEN BURSTS fRENGTH (ASTM D.3786-80;\) 400PSI MIN. AO$ (,\$TM D4751) 20...is (U.S. srANDARD SIEVE SIZE) 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARES THAT WILL B0f BE USED FOR PERMANENT ROADS. HOG FUEL JS NOT RECOMMENDED FOR ENTRANCE STABIUZATION lN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PRF.VENT!NG SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.2. FENCING SHALL BE !NSTALLEDAS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.3. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDEO IF THE PAD JS NO LONGER IN ACCORDANCE WITH THE SPECIF/CATIONS. 3.2. IFTHE ENTRANCE !SNOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THC STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF THE WHEEL WASH. IF WASHING JS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASHED WATER SHALL DRAIN TO A SEDtMENTTRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOULD THEN BE W/\SHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND ENO UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXI rlNG THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. 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