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N BOTTO6"E 102.02' N 89126" E_6000'_ ¢ FA C T O R AV E N U E NO R E Vv Lt TS | LL. | / Lt | . AL / / / / 7 ~\ p> = << | | / / / i / H __ ~ | / = \) (NZ 5 | / / @ EXISTING I4" DIA. OAK , ede pi: j / ()\ TREE, 5 TYPICAL, SHALL \ ae ) / cE REMAIN. , be | NIN / ~ et a sie ees <{ Oo = p , / ‘ Ll EXISTING IVY GROUND Ne \ / eT —_ COVER ¢ SHRUBS SHALL = = iE REMAN TYPICAL ON i / NC S — EXISTING #6' HEDGE, -— 2 LOCATED BETWEEN (2) / i 43 OAK TREES ALONG | BRONSON WAY ONLY, / | SHALL REMIAN ——~ () 7 a Zo --— / Oo <1 KIN ) eee IN) TNE eee / £) r c= __ pd LY -- —- | Nt We RY = EXISTING GRASS ae SO / C) ee AREA, TYPICAL _ A CNS a / YY - : <M 2 10 2 42 60 82 _- / Se |. / et — SCALE: 1"s20'-0" _ /) / a, j / } co | / iy / O / es / MARK| DATE REVISIONS INITIAL > ae EXISTING SITE 6) LANDSCAPE PLAN / t EQUILON ENTERPRISES LLC c / (4 1408 BRONSON WAY NORTH / — / RENTON, WASHINGTON 938055 a / b) e @ Z Pa Caryl’s Design Services / Fy / Caryl Young Convenience Store, Car Wash Design Consultant / Owner & Refueling Facilities / / V) i 21712 SE 238th Street, Maple Valley, Washington 98038-8566 od / / ee Home Office Phone: 425.432.1960 Mobile: 206.890.8157 CITY OF RENTON Email: CDS91797eattbi.com Fax: 425.432.2580 / ~ 24 Years in the Business of Serving My Customers Design Needs ~ / ie OCT 22 2002 / CDS REVIEW INITIAL | DATE DATE | Date: 150CT2002 ) Preliminary Ph / / RECEIVED canara Caryl sascha ea / Planning Phase A / Building Permit PPr: , / / Permit Revisions CDS# 22-16 / General Bid CONSTRUCTION Sheet Be not use drewin: certs L| ; T , 4 5 e 4 8 3 1D i 12 13 14 Ip lo 17 ECF Oa-II) ] ,; 2 ; 3 4 , 5 @ 1 is) 3 IO i} 12 12 14 5 1 | ! | nl | l n | i i ! nM VACANT Ler = vREBNE LOT 9 - RESIDENTIAL USE PROJECT NAME: UNDERGROUND STORAGE TANK, DECOMMISSION # REMOVAL | ee ee aoe oes ee LEGAL DESCRIPTION: THAT PORTION OF LOTS 5, 6, 1, [2,13 AND 14, BLOCK 8, wc, ee, es oe -—— ee ee CARWORKS ADDITION TO RENTON, AS RECORDED IN VOLUME Ib OF PLATS, PAGE | | L | / 41, RECORDS OF KING COUNTY, WASHINGTON AND VACATED ALLEY THEREIN | l | / DESCRIBED AS FOLLOWS: | | | | BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 5, THENCE NORTH 89°116"E | LOT 3 - RESIDENTIAL USE LOT IO - RESIDENTIAL USE | / j 103.03 FEET TO THE NORTHEAST CORNER OF LOT 5, SAID POINT ALSO BEING THE / NORTHWEST CORNER OF THAT PARCEL OF LAND DEEDED TO THE CITY OF RENTON | / BY DEED RECORDED UNDER KING COUNTY AUDITOR'S NO. 5852491, THENCE SOUTH - | | _ _ _ O'14'31" EAST ALONG THE WESTERLY LINE OF SAID PARCEL 10.0 FEET, THENCE | SOUTH 9°44'13" EAST 2090 FEET TO THE SOUTHWEST CORNER OF SAID PARCEL, | l | / THENCE NORTH 15°26'51" EAST ALONG THE SOUTH LINE OF SAID PARCEL 5751 | FEET, THENCE CONTINUING ALONG SAID SOUTH LINE NORTH 89'11'6" EAST 60.00 | | | a _ J2ee | FEET TO THE WEST MARGIN OF FACTORY AVENUE NORTH, THENCE SOUTH 0°14'49" TTT —_—— —— | / / EAST ALONG SAID MARGIN 19ll FEET TO THE NORTH MARGIN OF BRONSON WAY K | / / NORTH, THENCE SOUTH 81°02'40" WEST ALONG SAID MARGIN 224.65 FEET TO THE | EAST MARGIN OF MEADOW AVENUE NORTH, THENCE NORTH 0'14'24" WEST ALONG LOT 4 - RESIDENTIAL USE LOT II - RESIDENTIAL USE | / SAID MARGIN 12131 FEET TO THE POINT OF BEGINNING. , / : | | | REMOVE (1) 1200 & (3) 1OQO0 ) GENERAL NOTES: — GALILON FIBERGLASS UNDERGROUND l | Ss STO E TANKS: PUMP OUT LINER, _ _ / ; ALL EXISTING TREES ¢ VEGETATION SHALL REMAIN UNDISTURBED. . ; TANS & PRODUCT LINES PRIOR TO Pe | — aa CLEANING AND REMOVAL. DISPOSE EXISTING OIL | / 2. CONTRACTOR SHALL SAW CUT AND REMOVE EXISTING PAVING AS NECESSARY COMMERICIAL USE a OF ALL LIQUIDS AS REQUIRED BY WATER SEPARATOR 7 ag 8 / TO REMOVE (4) UNDERGROUND STORAGE TANKS, PRODUCT PIPING, VENT PIPING, ae NBSTTOS"E 123.03) E LOCAL, FEDERAL ¢ STATE CODES. ja | / TANK AND PRODUCT LINER J SB: ele BACKFILL TANK HOLE WITH =< 4) 30 . S RERUCE Clete a= 80% OR BETTER COMPACTION, ¢ CURB SHALL REMAIN oa tr i fl / / / UG TEST OPILS aS Ee (REMCVED: Ble Gs ao 0h DRESS WITH 2" OF %" CRUSHED | =. . ao BY amt —\ Wee ROCK ° NE9MC6"E 6000" ie i | / / 4. EXCAVATED AREAS SHALL BE BACKFILLED WITH STRUCTURAL GRADE FILL AND ae - Po 3 5/8" - ) wl _ e (V / COMPACTED TO MINIMUM 90%. TOP DRESS WITH 2" OF 5%" CRUSHED ROCK. i * + 40 q'-6 Si sae g PHONE 4 a ae QO ! / : Ke} Ee 7 j <j piew g AIR WATER Z 7 Zz / / 5, EXISTING STRUCTURES SHALL REMAIN IN PLACE. SITE SHALL REMAIN CLOSED ee a i@tIN@ BUILO w i a= 3 aw jo* iT | AND SOLD. (v Os, e tv REMAN 7 ILTER gs — / MD x “a - FIN. FLR a\ee \3/\@" ° ERIC 4 SAND . a Z / \e) Zw. Oa s " 20'-\2 -_ BAGS AROUND ae io | / / | Pa fa * | . 8 PERIMETER OF ALL i S 4 | H | Lu — ¥g . . ON-SITE CATCH BASINS gq ; / / > P EXISTING UG. TExIeTING WALT ores . / / | POWER SERVICE ois —— | : [_, ! Ss Al ANDHOLE =e \ ~ | 4 (| / qq) exist. Saadics EXISTING CANOPY a - \ ae © ! | / Ls ee ee ee oe 7 aRAgs I". SR SHALL REMAIN on rie (O)_ EXISTING FIRE | , / / 3 hk 3]: 4 . rae HYDRANT l O yak ot Se = REMOVE EXIST. DISPENSING ms a2 / A A NOES se, DEVICES, COMPLETELY, | / / Th}. FILL VOIDS w/ CLEAN SAND ee .. ht | << L“3 gp we eh te E Ac EXISTING ID SIGN \\ Ie: fs S LW ~ ee eee | : ae FRAME SHALL REMA(KTaf. « + an 7 wW\ \os ; Se ae FACES SHALL BE |: : | _ a \e ae) a REMOVED ~ A. a es X\. q iP . po | oo rg 6 ” EXISTING OIL WATER Ng gs ! / | & SEPARATOR | | o yl / “2 | 7 ; Loe oo COMMERICIAL USE 3 8 5@, , ae Wy _ hasets en 4, = EXISTING CONCRETE DRIVE 7“ ih oe SLABS 4 ISLANDS SHALL Crete eh rtee es j | eabety?Y) tay fists pee REMAIN 2 ele a EXISTING TRAFFIC SIGNAL 7 RSE ; POLE 4 CROSS WALK / Sie Gee sea oe = : aoe —_ f \ ks at fe le ee tee ee ee _ ee Vain nef » ea HE EXISTING WATER METER EXISTING STREET LIGHT, _— D3 ~ ° ; 4 wt Tes \ele QoS 8 £ IRRIGATION DEDUCT : TYPICAL ae Clg PET] pela a CN NER * METER — “SorgR Ne GRAS] PES RN Ts a f je Neneh One H EXISTING 8" WATER ee / > -— a! CA Ne MAIN a — ss. H. NOE oe S, ORTH _ a NT @D 1D 22 4m oD aD =e ae — EXISTING CURB ¢ GUTTER RONSON Wary NOR = x BRU — E EXISTING FIRE HYDRANT _ aa S _— 4 / ——eeooer wt _ ——— iS) —e Senet SCALE: \"s20'-—O" — a , __ / SITE FLAN EQUILON ENTERPRISES LLC c 1492 BRONSON WAY NORTH x & ) RENTON, WASHINGTON 98055 O Y 7 = _ / > aa Ley / ») WA K _ —_— Wa NIC ON Ri —_—__—" a / "a / _—_— —_ / — MARK] DATE REVISIONS INITIAL _— QO G < ~~] & ) K; / o ie; / 9 e e f x Caryl’s Design Services 6) & LY Caryl Young Convenience Store, Car Wash ¥ Ty, Fi Design Consultant / Owner & Refueling Facilities i Y) / > / x SS. / ae & 21712 SE 238th Street, Maple Valley, Washington 98038-8566 = GC S&S / F / x oS @ Home Office Phone: 425.432.1960 Mobile: 206.890.8157 / Oe Pay RS Email: CDS91797eattbi.com Fax: 425.432.2580 be e” SS S ~ 24 Years in the Business of Serving My Customers Design Needs ~ / mR CDS REVIEW INITIAL DATE DATE Date: IbOCT2002 / / Preliminary Phase / / SEPA/Variance Cary Dr. By: Caryl Planning Phase Apor: ) / Building Permit PPr- 4 Permit Revisions / / General Bid oe CONSTRUCTION Sheet De net use drawing a | ee ry cnsracton A| T T T T T T T T T | | | | | | | | ! 2 3 4 5 6 i g 9 1D i 12 3 14 5 16 1 ECFoO!) 14 IS IO IT PROJECT NAME: UNDERGROUND STORAGE TANK, DECOMMISSION # REMOVAL LEGAL DESCRIPTION: THAT PORTION OF LOTS 5, 6, 1, 2,13 AND 14, BLOCK 8, CARWORKS ADDITION TO RENTON, AS RECORDED IN VOLUME |5 OF PLATS, PAGE L 41, RECORDS OF KING COUNTY, WASHINGTON AND VACATED ALLEY THEREIN DESCRIBED AS FOLLOUS: BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 5, THENCE NORTH 89°11'06"E / 193.03 FEET TO THE NORTHEAST CORNER OF LOT 5, SAID POINT ALSO BEING THE / NORTHWEST CORNER OF THAT PARCEL OF LAND DEEDED TO THE CITY OF RENTON BY DEED RECORDED UNDER KING COUNTY AUDITOR'S NO. 5852431, THENCE SOUTH Zz @°14'31" EAST ALONG THE WESTERLY LINE OF SAID PARCEL 10.00 FEET, THENCE SOUTH 9°44'13" EAST 20.00 FEET TO THE SOUTHWEST CORNER OF SAID PARCEL, THENCE NORTH 15°26'51" EAST ALONG THE SOUTH LINE OF SAID PARCEL 5751 FEET, THENCE CONTINUING ALONG SAID SOUTH LINE NORTH 89°11'06" EAST 60.00 FEET TO THE WEST MARGIN OF FACTORY AVENUE NORTH, THENCE SOUTH 0°14'49" / EAST ALONG SAID MARGIN 12 FEET TO THE NORTH MARGIN OF BRONSON WAY «K / NORTH, THENCE SOUTH 81°02'40" WEST ALONG SAID MARGIN 224.65 FEET TO THE EAST MARGIN OF MEADOW AVENUE NORTH, THENCE NORTH 0°14'24" WEST ALONG SAID MARGIN 1213] FEET TO THE POINT OF BEGINNING. GENERAL NOTES: ALL EXISTING TREES ¢ VEGETATION SHALL REMAIN UNDISTURBED. LOT 3 - RESIDENTIAL USE LOT 10 - RESIDENTIAL USE VACANT LOT 2 - VACANT LOT 9 - RESIDENTIAL USE | | | | & ———— A V E / LOT Il - RESIDENTIAL USE | REMOVE (1) 12000 & (3) 1|O@OO GALILON FIBERGLASS UNDERGROUND iS) STORAGE TANKS: PUMP OUT LINER, . iN TANS ¢ PRODUCT LINES PRIOR TO ute | w CLEANING AND REMOVAL. DISPOSE EXISTING OIL Pe 9 4 eS OF ALL LIQUIDS AS REQUIRED BY WATER SEPARATOR _ & ) Le he garitigng ie ian at : LOCAL, FEDERAL ¢ STATE CODES. . _ BACKFILL TANK HOLE WITH | 32 30' i EXISTING coset: 4 STRUCTURAL GRADE MATERIAL, EXISTING GUARD RAIL = — REFUSE iC; + 20% OR BETTER COMPACTION, # CURB SHALL REMAIN Be! 7 ENCLOSURE al : 8 DRESS WITH 2" OF %" CRUSHED a row g h w B — . ; aS _ oi PHONE ¢ v- a ma S bt AIRWATER |eiie io |S . PABRIC ¢ SAND -". eA a ee. OF BASS AROUND a. an . 1 4 fe) BOS he's PERIMETER OF ALL A a : . at, ‘Beh | “y = a a y Se / jr VA , ee | LOT 4 - RESIDENTIAL USE | | 2. CONTRACTOR SHALL SAW CUT AND REMOVE EXISTING PAVING AS NECESSARY TO REMOVE (4) UNDERGROUND STORAGE TANKS, PRODUCT PIPING, VENT PIPING, TANK AND PRODUCT LINER, COMMERICIAL USE > | | & > 3. A MARINE CHEMIST FROM SOUND TESTING, SHALL BE ON-SITE WHEN NECESSARY / / / TO TEST SOILS TO BE REMOVED. = a T H & IN G : CO N C R E T E DR I V E | | 4. EXCAVATED AREAS SHALL BE BACKFILLED WITH STRUCTURAL GRADE FILL AND / / COMPACTED TO MINIMUM 90%. TOP DRESS WITH 2" OF %" CRUSHED ROCK. | | | | wA l / E l Di - L h b > / / 5. EXISTING STRUCTURES SHALL REMAIN IN PLACE. SITE SHALL REMAIN CLOSED AND SOLD. . D> st ON-SITE CATCH BASINS . i e STING WAU oe ERS — / ™ \ = | y \ REMOVE EXIST. DISPENSING * DEVICES, COMPLETELY, ; , 4 FILL VOIDS w/ CLEAN SAND meer oe FRAME SHALL REMA FACES SHALL BE REMOVED. EXISTING UG. JER SERVICE NDHOLE .- %, \ EXISTING CANOPY | SHALL REMAIN EXISTING FIRE HYDRANT YDRANT — I j / | fe G L | | | | we be DO W AV E N U E NO R T H FA C T O R Y AV E N U E NO € 'b Cn f oo “E X I S T I N G 7s EX . CO N G DR I G EXISTING OIL WATER SEPARATOR PA . — ¢ M E A ON C R E T E SI D COMMERICIAL USE ye ry EXISTING CONCRETE DRI ‘ SLABS 4 ISLANDS SHALL EXISTING TRAFFIC SIGNAL j E POLE & CROSS WALK SIGNS ee M E A D O W EXISTING WATER METER EXISTING STREET LIGHT, oo 4 IRRIGATION DEDUCT : TYPICAL __a_ METER = ae EXISTING 8" WATER —~ MAIN ee EXISTING CURB ¢ GUTTER EXISTING FIRE HYDRANT _——1 — SCALE: 1"s20'-0" MARK] DATE REVISIONS INITIAL EQUILON ENTERPRISES LLC = l4QS BRONSON WAT NORTH RENTON, WASHINGTON 98055 nor Caryl’s Design Services | Caryl Young Convenience Store, Car Wash 0c T 2 2 2002 Design Consultant / Owner & Refueling Facilities / RECEIVED 21712 SE 238th Street, Maple Valley, Washington 98038-8566 in Home Office Phone: 425.432.1960 Mobile: 206.890.8157 Email: CDS91797eattbicom Fax: 425.432.2580 ~ 24 Years in the Business of Serving My Customers Design Needs ~ / CDS REVIEW INITIAL DATE DATE Date: |5OCT2002 / Preliminary Phase SEPA/Variance Caryl Dr. By: Caryl Planning Phase a Building Permit Ppr: A Permit Revisions CDS# 22- General Bid le CONSTRUCTION Sheet aniess initizie 2 3 4 5 6 1 B 3 1D i '2 I3 14 Ip 16 1 ECF Oat) 2 25 A 12 25 i oe RESIDENTIAL RESIDENTIAL E 2a. I3 26 K RESIDENTIAL x RESIDENTIAL RESIDENTIAL oe Lo : RESIDENTIAL RESIDENTIAL : 4 | ros RESIDENTIAL | | COMMERCIAL ‘oe ° a : ‘ vase" . g ie gaa : ‘ ee . » * y < VA o ) ——— p oo NEIGHBORHOOD es MAP - ENLARGED ee ENTERPRISES LLC Cc OF REN RENTON, WASHINGTON SeOE6 7 : : a C\t Caryl’s Design Services [| ric lakes Sa Se i \ = () | ii | ( Flinn Pe INITIAL DATE DATE ms neon 15 le 7 ECF oa-ld/7 i em OS e”:”00_”"— eer ie” — EXISTING t@' HEDGE, LOCATED BETWEEN (2) OAK TREES ALONG BRONSON WAY ONLY, SHALL REMIAN me ———— 0 0 20 = = ss es EXISTING 14" DIA. OAK TREE, 5 TYPICAL, SHALL REMAIN. EXISTING IVY GROUND COVER ¢ SHRUBS SHALL REMAIN, TYPICAL \ \ F EXISTING GRASS / C) AREA, TYPICAL Y eA 2 0 2 4D 6 2D a 4 ee " 2 SCALE: 1"=20'-0" LY / Ay ne, {y ° / O / =~ / MARK | DATE REVISIONS INITIAL EXISTING SITE. / ee Ow a le AN EQUILON ENTERPRISES LLC Cc 1498 BRONSON WAY NORTH ; RENTON, WASHINGTON 98055 b : 4 _ Caryl’s Design Services Caryl Young Convenience Store, Car Wash Design Consultant / Owner & Refueling Facilities 21712 SE 238th Street, Maple Valley, Washington 98038-8566 oa | eee / a Home Office Phone: 425.432.1960 Mobile: 206.890.8157 OCT 2 2 2002 Email: CDS91797eattbi.com Fax: 425.432.2580 / , ~ 24 Years in the Business of Serving My Customers Design Needs ~ RECEIVED CDS REVIEW INITIAL DATE DATE Date: |5OCT20@2 / Preliminary Phase = / SEPA/Variance Carul Dr. By: Cary! —_ Planning Phase Appr: / Building Permit PPr: A Permit Revisions CDS¥ 22-16 / General Bid CONSTRUCTION oe Be set use drawhn: ) Somat L | ) 7 ; | 5 a 8 2 1o i 12 I3 | 14 Ib lo 4 ECFOa-I7