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LUA96-060 (2)
CITY OF RENTON MEMORANDUM DATE: March 11, 1997 TO: City Clerk's Office FROM. Laureen Nicolay, Development Services Division, Extension #5594 SUBJ T: Sikh Temple Lot Line Adjustment, File #LUA-96-061-LLA c,u ,SAP Attached please find the above-referenced original mylar and three copies of the mylar for recording with King County. Please have National Courier take these documents via 1-hour service ($19.15) 1:00 PM deadline to City Clerk 2-hour service ($15.45) 12:00 PM deadline to City Clerk 4-hour service ($11.65) 10:00 AM deadline to City Clerk Enclosed is a check for $11.65 payable to National Courier. According to Finance, the King County recording fees for this and all subsequent plat recordings should be charged to account #000/07.532.22.49.14. Please call me at X-5594 if you have any questions. Thank you. cc: Project Planner Property Management Yellow file • • • SITE 1 I SITE AREA = 106,005 SF I - nI I I I INVENTORY STORAGE PARKING DEMOLISH EXIST. WAL-MART(BY OTHERS) F ::" uI LANDSCAPING CURB A GUTTER '.�.`... •y (PERMIT%:C-960022) I N. I : /� TOTAL LANDSCAPING AREA = 10,000 SF 1 6.-_m_z- — -ram r� �� �� L —'j,. 666.35— — =tee — — —47— — — % `2\ice— ' ' . •\\ / \7� A iJL ' \\ 76 \\ iI11lJ:: \\ ' \\ 5A t:. - ' �W i;�k' 4'R TYP. Yfi.41 i \Fi, \\ 0^ IC1M5 � Sh \\ .� �«" REPLACE IX \\ 11 r ,d 1®0 / RAMP-w/srARs r 11 II _ _______ 11 2ra5 J o---,s s?,•1. • , \ 7 1 I � i aRAAP: , IIIIIIIIIIIIa I .,.:.�._j�Tgj-'— Dp, NOTE PROPOSED PARKING IS FOR CAR "`.'_ TOPSIG EX WALL.: 11 - ON •HON DEALERSHIP INVENTORY STORAGE ONLY. .[ I /a:C'j�c^'~_ "- - = �G� 1'� NOT FOR CUSTOMER USE • ice.. - Y`, G :,f •r,E="" `<..r•^'j _/ _ Cg,` <3L"BUSH,ROE&AND HITCHING& .1 �'} r U- �^Eik_. GRAPHIC SCALE 1 IrcE.30 M1 LEGEND EXISTING PROPOSED PROPOSED BY OTHERS(PART OF WAL-MART) _ CAUTION-NOTICE TO CONTRACTOR CB • THE WNTRACTOR IS SPECIFICALLY CAUTIONED THAT _ -- CONTOUR �2=-� C-1 THE LOCATION AND/OR ELEVATION OF EXISTING MITES AS SHOWN ON THESE PLANS IS BASED SS _ ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND,WERE POSSIBLE,MEASUREMENTS TAKEN IN GI SSW SHEET NO. i THE E.THE EXACT COON IS NOT TO BE D TA -ems__ SD PIPE Washington land Design CITY OF RENTON ON AS BEND OR LATE UTE.WE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO CURB --— 706M&a&Engineering DEPARTMENT OF PUBLIC WORKS REWEST EXACT FIELD LOCATION OF UTUTE&IT 10700MeridianAvene N.,SWe 503 T-, SHALL BE THE RESPONDBUTY OF TIE CONTRACTOR _ CURB&GLITTER --- 9510 WA98T33 SffE PLAN TO RELOCATE ALL EXISTING UTILITIES WHICH CONNCT Q RENTON HONDA R0B)365-9510 FAC RO61 u.�9S �� .m 7WI1FTM..gPLA NE PNROPOSED WPROYE7IENIS SHOWN ON TYPE AV LIGHT 0 aTl 0 EMS �� 5/3/96 me xNa: STORAGE PARKING OJT 30 o w g,,,ma m PPM DKR AMMR —,s.....— s¢r. OR II F• I"' 1� L L. ' �' ; EROSION CONTROL NOTES r�lI i 1 ' I <\ BEFORE ANY CONS RUCTON GD DEVELOPMENT ACTIVITY OCCURS ❑n ^hh �. I it A PRE-CONSTRUCTION LIEETING MUST BE HELD NTH THE Ott OF 4-6 HNC HRQUARRY SPALLS SHALL BE LOCATED ARY GRAVEL CONSTRUCTION AAT ALL POINTS OFF 1 1 •� I RENTON DEVELOPMENT SERVICES DIMMON,PLAN RENEW PROJECT \ I l VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION 91E I h I h i U MANAGER I COAL—MART(BY OTHERS) ,o I �. `\ nn AT NO TOE STALL CONCRETE°AGRETE BYPROOUCTS VEHICLE RUGS,PAINT, I 1 M1i�.`1\' m < \ A 8 ALL LAMS OF CLEARING AND AREAS OF VEGETATION PRESERVATION I (P f T# C-9600 ) 1joip____._,,,,-• $`'I ) (�. p gffYCVS dt ODOR POLLUTING MATTER PDNTTFD TODISCHARGE TO E n, \ LJ/ AS PRESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE / TEMPORARY OR PEAMANENi DRAINAGE SYSTEM OR TO DSCIARO FRO/THE II , —�— �———— "' N� 1 1665 ! (_ ,\ •1 N�_— FlDD P1ND OBSERVED DURING CONSTRUCTION PROJECT SI1E x S ALLREQUIREDSDINENTATION/EROSIONCONTROL FAgUTIES MUSTN j — BE CONSIRUCTIEO AND W OPFRATION PRIOt TO LAND CLEARING DO5 SHEET SHOWS SCEMATC LOCATION O SET FENONG CONTRACTOR =' ® �� '. �,LAND/OR OTHER CONSTRUCTION TO ENSURE THAT SEDIMENT LADEN SHALL PROWE$T AIM AS DIRECTED BY THE ONUS REPRESENTATIVE OR 7 `_� `' —�� 41` ':�.2�. 26.7 42/�' © — _ I 1% WATER GOES NOT ENTER THE NATURAL ORAINACE SYSiQ1. A11 AS REOUPtED BY CONSTRUCTION SEQUENCING. Q. __ ._L. __—`=__ ==__--/� / EROSION AND SEDIMENT FAGUDES SHALL BE MAINTAINED IN P SATSFACTORY CONDETON UNTIL SUCH TIME THAT CLEARING LOCATIONS O INFIX OAKS NA STRAW BALE DINERS SHALL BE AS DIRECTED �`\ o� BY OWNER'S REPRESENTATIVE AND AS REWIRED BY CONSTRUCTION 1\ '\ SITE/EROSION HAS PAASSED. THEP LENENTDAnON,NAWIENANCE, BY OWiER S x -�6_ ._---- D \� — s z CONNTR LLSISSTEERSASSHAM BE IREE 16TSPONSSUF•NO TTHHE CONTRACTOR -,h O /� ¢ ALL E>P05ID AND UNNXdED SCALD 91NL swam BY SUABLE AND r- TCy'� O O\� o w NW APFUCATON OF MESON CONTROL MEASURES. z z THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED �_ A / _— ► — 1 N o ON 7HIS DRAWING ARE MIENDED TO BE MINIMUM REOUIRENENTS NL EROSg7/SEOMDTT CHARGE MEASURES SHALL BE M PUCE P0CM 10 PINY TO MEET ANTCPATED SITE CONDITONS. AS CONSTRUCTION EARTH MOANG ACANTY. / �J \ _ ► —� I w PROROE55E5 AND UNE%PECIED OR SEASONAL CONDITIONS dCTATE, CATCH BASIN INLET® THE CONTRACTOR SHALL ANT0PATE THAT MORE EROSION AND CATCH BASINS SHALL BE PROVIDED YAM INLET PROTECTION UPON `,b PROTECTION(TW.) SEDINENTATON LOI1R0.FACTURES TILL BE NECESSARY TO INSURE MSTALUTION UNTIL ANAL PAVING RE CL IH 76 �� / COMPLETE SILTATION CONTROL ON THE PROPOSED SITE DURING THE COURSE OF CONSTRUCTION,IT SHAM BE THE OBUCATON AND SEE SPECIFICATION SECTION 02270 FOR ADDITIONAL REQUIREMENTS AND ❑� SILT FENCE® RESPONSIBILITY OF THE CONTRACTOR TO ADDRESS ANY NEW NARRATIVE. \ CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO �\\ 0- (TIP.) , - PROVIDE ADDITIONAL FACIUTES.OVER AND ABOVE MINIMUM ALL WORK WDHN R.O.W.PALL REQUIRE MY OF RENTON PERMIT. `\\ CONSTRUCTION © ..- REQUIREMENTS,AS MAY BE NEEDED TO PROTECT ADJACENT . \ S 1`1 \ ENTRANCE / PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE .11, -d,,I /% APPROVAL OF THISES L IS FOR ER0UTE AN APPROVAL RIVAL OFCSTORMNTL ONLY. IT 11 11 ° ° j DRANALE DESIGN,SIZE NOR LOCATION OF PIPES,RESTRICTORS, U g4 °gi°Oo00000 /- CHANNELS,OR RETENTION FACILITIES. \ 111 I1°o 20i3OOQaoo DURING TIE THE PERIOD OF NOVENBER 1 THROUGH NPRCH 31, .S:' \ I ) o ° --__ __ ALL PASUCT OISNRASO SOL AREAS GIUTTR THAN 5,00o SQUARE HOU ND^ FEi,THAT APE TOTE LEFT UNNOIXFD FOR MORE NPN TNRL E(12) V ° ° �� SON HO 1' COVEERING ALL BE COVERED BY MULCH,SODDING,OR PLASTIC M AN AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WOK IS ANDOPATED FOR A PERIM OF 30 DAYS OR MORE,ALL DISTURBED AREAS NM BE IMMEDIATELY STABILIZED VAIN MTLCNMG,GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE RAE OF YEAR IN C/ QUESTION. GRASS SEEDING ALONE NLL BE ACCEPTABLE ONLY DURING DE MONTHS OF APRE THROUGH SEPTEMBER INCLUSIVE SEEDING MAY PROCEED,HOWEVER,WHENEVER IT IS W THE INTEREST OF THE CONTRACTOR,BUT MUST BE AUGMENTED WTH MULCHING, NETTING,OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON,001510E THE SFECMED THE PERIOD. FOR ALL EROSON/SEDINENTATON CONTROL PONDS INHERE THE DEAD STODGE DEPTH EXCEEDS 6 NOES,A FENCE,A 111NNON OF 3 FEET HIGH IS REQUIRED.NTH DI SIDE SLOPES. CONSTRUCTION SEQUENCE GENERAL NOTES A.CONTRACTOR IS TO REMOVE ALL EASING SURFACE IMPROVETENn EROSION CONTROL LEGEND 1. INSTALL PERIMETER BOSON CONTROL MEASURES SUCH AS SILT FENCE, VRHO DE LOOTS DOWN,UNLESS SEANCE NOTED IN TIE CONTRACT GRAPHIC SCALE AND CONSTRUCTON ENTRANCE DOCUMENTS.EASING SHORTAGE IRRONDDNTS ARE TO BE REMOVED •• SILT FENCE n o ,m TO A DEPTH O 3 FEET,CHESS OTHERWISE ROOMED N DE CONTRACT m m omm 2 RELOCATE OR OTHERWISE PROVIDE MITT SERVICES MRCLUNIG DOCUMENTS ALL ABANDONED SCE 9YERS SHALL BE CAPPED AT ❑ CATCH BASIN INLET PROTECTION m. m in _ DRAINAGE TO REMAIN IN OPERATION. PROPERTY ONES T A reer) IOW-s0IL B.EXISTING WELLS TO BE ABANDONED IN ACCORDANCE BIN WAC 173- DEMOLITION NOTES TBO,AND LOCAL REQUIREMENTS. **CAUTION**NOTICE TO CONTRACTOR.,CAUTION.. `V.I.ToS 01 e. REMOVE EUSTBIG CATCH BANS A RUG APES AFTER MUSED STORM C DEM011TI0N NOTES ARE FOR OAABSATON ONLY AND ARE 910WN FOR TE CONTRACTOR IS SPEOFICNLY CAUTQNED THAT ` DRAINAGE HAS BEEN INSTALLED VINO IS OPERATIONAL CONNECT THE LOCATION AND/OR ELEVATION OF THE EASING If CONTRACTOR'S BENEFIT. TIES UTU NOES ARE NOT INTENDED TO BE IES AS SHOWN ON THESE PLANS IS BASED ON C-1 DERPI�AL SOURCES O DRAINAGEDRAINAGE TO �SYSTEM COMPREHENSIVE. THE RECORDS OF VARIOUS UDLI1Y COMPANIES AND, �� DEMOLISHINGG EASING. WERE POSSE,MEASUREMENTS TAKEN IN THE FIELD. D.R7TR TO 9R1EY(SEEM CS-I)FOR PROPERTY LIE IEONAML BAD O THE INFORMATION IS NOT TO BE RELIED ON AS BEING BEARING,BENCHMARK AND DATUM INFORMATION. EXACT OR COMPLETE.THE CONTRACTOR MUST CALL ) ....*Ava,; SHEET NO. DE APPROPRIATE UTITY COMPANY AT(FAST 48 ABS E REFER TO(RATING&DRAINAGE PLAN(SHEET C-2)FOR BEFORE ANY EXCAVATON TO REQUEST EXACT REED Washington land Design CITY OF REN TON PROPOSED ELEVATIONS LOCATION OF UNITES 1-B01-553-4344 IT SHAH BE THE RE9'ON98NTY CM THE CONTRACTOR TO RELOCATE ALL Planning&Engineering DEPARTMENT OF PUBLIC WORKS F.REFER TO Hutt PLAN(SHEET C-2)FOR UMW EASING UTUTIES TECH COOUCT NTH THE PROPOSED 10700 Meridian Avenue N.,Suite5YAB EROSION/SEDIMENTATION CONNECTION/RELOCATION INFORMATION. SHOWN ON THESE PLANS RENTON HONDA (106)365-9510 FAX R06A365.0225 CONTROL PLAN DESOMP BMA STORAGE PARKING OJT B 51.'36 �.... .z DJC OJT 1.eQU. Ba RE.Or. BY OM B.rz APPRO., ...a.- SHUT Cf. o II F. A••, I� .4.• H / r,,,, / I� STORM WATER DRAINAGE NOTES -' ' I i I I\� 1 12,ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET I ROW STRUCTURE VW ® I ..yk,.'9lENT LEVEL I �r I 1.BOCCURS, PRE-CONSTRUEFORE ANY CTION MEETI OR NG DEVELOPMENT T BE NEED 13.OPENBELOWCUT ROAD CROSSINGS THROUGH USING PUBLIC ACTRITY N \ "I DEMOLISH E%5T. WAL-MART(BY OTHERS) I 'I W11H THE CITY OF HEREON DEVELOPMENT SERVICES DIVISION, RC/IT-OF-WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY I ' '� y(y .Y1 PLAN RENEW PROJECT MANAGER. APPROVED BY CITY 6 RENTON. ,„ • / I CURB k GUTTER ry •d m'�% FLOW CONTROL,A\ j (P IT# C-9600 ) I14,ROCK FOR EROSION PROTECTOR OF ROADSIDE DITCHES, 1 II ti •o STRUCTURE t•'"�7 •P 2.ALL CONSTRUCTORTEDITION SHALL TA D ACCORDANCE OTS THE • 55 ❑� • s LATEST EDITOR OF THE'STANDARD SPECIFICATIONS FOR WHERE REQUMED,SHALL BE OF SOUND QUARRY ROCK ' �, p ¢ " 7-.....� Its".fir ' 16' '� O PLACED TO A DEPTH OF 1 FOOT AND MUST MEET THE D ROAD,BRIDGE AND MUNICIPAL CONSTRUCTION'PREPARED ID 15' BY WSD.O.L,AND TILE ANERICAN PUBLIC WORI(S FOLOWNG SPEgFlCATONS 4'-8'/40%-70R PASSING;2,4' ID II A r -ti-�1nN _ - �� L= \\____=_❑J_ _= ASSOCIATION(APWA),AS AMENDED BY THE CITY OF RENTON. ROCK/30R-40%PASSING;AND-2'ROCK/102-20%PASSING. _�• y m . '4.-. . yti-191 � • 1 8 T IS.ISSUANCE OF THE BUDDING OR CONSTRUCTOR PERMIT BY A © �• R1J ` �,• 'I 3.THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTIOO THE CITY OF HEREON DOES NOT RELIEVE E OWNER OF THE 3 h� �-/ 0 VI 4 4.• 1• 1 n 26.6 _ _ 267 ti ACCORDING TO THE APPROVED PLANS WHICH ARE ON P.OR ti �� _� ==- `O WITH THE CITY OF RENTON, ANY DEVIATION FROM THE CONTINUING LEGAL OBL GA1TON AND/OR UPBNTY h O' ""-� _ APPROVED PLANS WILL HOME BRITTEN APPROVAL FROM CONNECTED WITS STORM SURFACE WATER DISPOSTON. ��\J7\�35 .'r 0' V 6J �� E CITY OF RENTON DEVELOPMENT SERVICES ORISON. FURTHER,THE CITY OF HEREON DOES NOT ACCEPT ANY ��, ` d -- ��- •- --'�'' .:'E'TO BE 0 PROPOSED ADJUST EX M vy p z 4.A COPY OF THESE APPROVED PLANS MUST BE ON IRE JOB STE OBUGATIONG AND OF DIE SYSTEMPROVIDED ROPER NDURING /�• REPLACED NIT GRADE . N WHENEVER CONSTRUCTION IS IN PROGRESS, CONSTRUCTOR. I •.`\ % b!� ____© TYPE II NH • i p w ^� z TA.THE CONTRACTOR SHALL BE RESPONSBLE FOR PROVIDING L_\� F p S.DATUM STALL BE U.S.G.S.UNLESS OTHERWISE APPROVED BY ADEQUATE SAFEGUARD,SAFETY DEVICES PROTECTIVE "\ _ cf,- COY OF RENTON. REFERENCE BENCHMARK MID ELEVATION EQUIPMti /r3 , by _©� O EEDED ACTORS TO ti T I w ARE NOTED ON THE PLANS. PROTECT THEAP HEALTH.AND SAFETY S,AND ANY ODER NOF THE PUBUF AND ;� I _ 6.ALL SE BJOTTATON/EROSON FACILITIES MUST BE IN TO PROTECT PROPERTY IN NTH THE PERFORMANCE OF WORK COVEREECBYN THE CONTRACT. ANY c. �•�I / OPERATOR PRIOR TO CLEARING AND BUILDING '� •o •o `�/ 0 u ,Y�/ I h�� CONSTRUCTOR,AND THEY MUST BE SATISFACTORILY WORK WITHIN THE TRAVELED PoCNT-OF-WAY THAT NAY h� 'b'' h'O "1 1 ' n`O,' MAINTANED UNTIL CONSTRUCTION IS COMPLETED AND THE INTERRUPT NORMAL TRAFFIC FLOW saki.REQUIRE AN y POTENTIAL FOR ON-SITE EROSON HAS PASSED. APPROVED TRAFFIC CONTROL PLAN BY THE TRANSPORTATION O , w. 2)T ,o�. _ DIVISION. ALL SECTORS OF THE W.S.D.O.T.STANDARD • �\ �Q ,\\ 4 ' h �d 7.ALL RETENTON/DETENTON FASURES MUST BE INSTALLED SPECFlCATONS I-07-23,7RAFF1C CONTROL,SHALL APPLY. `O �y a '�� �/ AND IN OPERATOR PRIOR TO OR IN CONJUNCTION WTH AU. /4 / a 11 11 ti .o 'ry ti s / i CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY 17.SPECIAL DRAINAGE MEASURES WILL BE REWIRED IF THE I ` •o REPLACE EX. PROJECT LOCATOR IS WTTHIN THE AQUIFER PROTECTOR h h ' THE DEVELOPMENT SERVICES DIVISOR. .�ch.,,`1 •n r7/.� RAMP W/STARS AREA ,Vh `� 11\ ,o, _� h • ti `/ i ..... 8-GRASS SEED MAY BE APPLIED BY OF ROTA EEDING THE GRASS 11 11 '� h STANDARD SEED MIXTURE,OTHER THAN CITY OF RENTON APPROVED ::::) '\ 1 �, 1 PAVEMENT PP ® STANDARD NI%ES,SHALL BE SUBMITTED BY A LANDSCAPE d ph„h 11 ►A► a,� /` ARCHITECT AND APPROVED BY THE DEVELOPMENT SERVICES ' 1 • 671 ti 'D' y - / `RAMP DINSON. ~ �� h ,� ---- - 9.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY b y CURB TO MATCH Npp, PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- ,o:)r �, �' i TOP OF EX WALL HO 02.3(1)OF THE CURRENT STATE OF WASHINGTON STANDARD -�• ,o h d •P�-. , , W RE ON SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTOR. THIS h� h h i WV CONCRETE BOTTOM SHALL ORTHEDE NECESSARY TOPS OF THE FOUNDATION MATERIAL AS `� `��� ®CURB(RP) WELL AS PLACEMENT AND COMPACTION OF REQUIRED • 1/ BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE •v/ / 'I LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY >% DENSE UNYIELDING BASE ALL PEE BEDDING SOUL BE APWA' 1 CLASS'C,WITH THE ERCEPTON OF PVC UPE. ALL TRENCH h•O' BACKELL SHALL BE COMPACTED TO A MINIMUM 95S FOR PAVEMENT AND STRUCTURAL FILL AND 90R OTHERWISE PER ASTM D-1557-70. PEA GRAVEL BEDDING SHALL BE 6'OVER AND UNDER P.V.C.PIPE. 10.GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL NOTES' DRAINAGE FACHUTES SHALL HAVE ASPHALT TREATMENT/1 OR 1. BENCHMARK DESCRIPTOR SHOWN ON SHEET CS-1 LEGEND BETTER INSIDE AND OUTSIDE EYEING PROPOSED PROPOSED BY OTHERS(PART OF WAL-MART) 2. REFER TO THE FOLLOWNG SCHEDULE FOR DETAILS, CB ■ ❑ PIPE SCHEDULE STRUCTURE SCHEDULE 11.STRUCTURES SHALL NOT BE PERMITTED NEIN 10 FEET OF THE WE SPRING UNE OF ANY STORM DRAINAGE RPE.OR 15 FEET FROM -- TYPE A CATCH BASN DETAIL ® CONTOUR A BAKRR(W) LENGTH (Fr J ®A 1rFE E(WO THE TOP OF ANY CHANNEL BANK 44 • n GRAPHIC SCALE .m 55 ❑A 24 25 .0360 Q O 25.E 20.3 m mywil -- TRENCH BAD/FILL ® SSMH B❑(X) 24 26 .0038 p(%) B 25.2 19.4 - ©(X) 24 172(X) .0029 ©(X) D 25.2 19.5 r� �e II-10)n. SD PIPE o❑(X) 24 65 .0032 0O D 24.8 19.8 3.ALL UNSURFACED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL,SEED,MULCH AND WATERED UNTL A CURB --- u 30 50 .005 ®(X) . B 2308 20.0 HEALTHY STAND OF GRASS IS GBTNNED,UNLESS % =EXSTING Q(%) •• D 24.fi 20.9 !V 1 taFs OTHERWISE SPECIFIED ON LANDSCAPE PLAITS. CURB k CUTTER --- () o •♦ s y. 4.STORM DRAINAGE PPE WITH LESS THAN 2•-0'COVER --- c ... D 24.6 21.3 �, /- I. n STALL BE CLASS IV REINFORCED CONCRETE PIPEx ... T 27.2 19.2 C-2 OR APPROVED EQUAL TO SUSTAIN H-20 LOADING. CAUTORI-NOTICE TO CONTRACTOR O TIE CONTRACTOR IS SPECIFICALLY CAUTONED THAT •=TO BE DE MOUSED AND REPLACED W/TYPE II MH 5 CATCH BASIN INLET PROTECTOR TO BE USED THE LOCATOR Alm/OR ELEVATION OF EXISTING =ADJUST RIM FOR ALL NEW INLETS SEE EROSION/SEDIMENT Ank UTUTES AS SHOWN ON THESE PLANS IS BASED •.•=FLOW CONTROL STRUCTURE i aaLE3 v11q1I SHEET N0. CONTROL PLAN AND IV ON RECORDS O THE VARIOUS UHWTY COMPANIES (X)=EOSTNG AND.WHERE POSSIBLE,MEASUREMENTS TAKEN IN Washington land Design CITY OF REN TON THE FIELD.E INFORMATION IS NOT TO BE REELED ON AS BEING EXACT OR COMPLETE THE CONTRACTOR Planning&Engineering DEPARTMENT OF PUBLIC WORKS MUST CALL THE APPROPRIATE UTILITY COMPANY AT 507O0 MMd(anAvenue N.,Suite 5O3 LEAST 48 HOURS BEFORE ANY EXCAVATION TO RENTON HONDA Seattle,WA98133 GRADING AND DRAINAGE PLAN REQUEST EXACT FIELD LOCATION OF UTUTEE IT (206)365-93T0 FAX(206)365-0225 TASHALL BE THE LLS EXISTING U JTOF S ER BCHCONTRACTOR STORAGE PARKING TO RELOCATE AL EXISTING EME T S HIM CONFLICT DNS o•m 5/3/96 so Hurt. 451 E PROPOSED IMPROVEMENTS STONIN ON uut 1'=30• THESE PLANS NIT ®` roux Na Rcnsu, er .Rea. DANK uvca.Tu saer. OF, 3'MAX. 1.111.11 ,--FILTER FABRIC MATERIAL, MIRAFl 100%OR EQUAL AS REQUIRED 100'MIN.EXCEPT pIS MAY BE REDUCED TO 50'MIN. STAKES '�nY a`3^hzt4 ys: FABRIC OR EQ2%2%14 GA UEALDED W1RE R F.HNNS.°' ACCRE�OF EXPOSED SOTES WTH LESS LI ONE CATCH BASIN '..... ,.s.a PROJECT SITE. USE STAPLES OR N1RE RINGS 1p• FILTER FABRIC, �Y TO ATTACH FABRIC TO RE MIN. MIRAFI 100% �1� \ �� I I I • OR EQUAL �:„F.r:k.'s•,<Z, <?:£: ..ti< R=25'MN. tail_.''W'O"_S 21il S�C;S'S�C�:.'✓SC�.CSC��i W UNDISTURBED 4•TO 8• _ �)�r�1�1 GROUND QUARRY SPALLB 5'MIN. 2•x2•WOOD STAKES I ' I B• BURY ALTER FABRIC INGRESS/EGRESS AREA STEEL FENCE rI IN TRENCH FILLED PROVIDE FULL WIDTH OF ALTER FABRIC STAPLED TO STAKES 0 6.O.C. OSTS 0 4'0.C.(TYP.) PATH GRAVEL BACK- VATH 1/2•MIN.LENGTH FILL FOR DRAINS STAPLES m NOTE: CONSTRUCTION ENTRANCE DETAIL OZ ����il_F-;1 r. r,--- UPON COMPLETION OF THE PROJECT OR WHEN DIRECTED BY THE OWNER,THE FILTER NTS 3 GRAVEL BACKFlLL vP��"�ia�-,�'-y�I CATCH BASIN FABRIC FENCE SHALL BE REMOVED IN ITS ENPRETY AND DISPOSED OF BY THE CONTRACTOR. o`,b� FOR DRAINS v��• BURIED FILTER FABRICno SILT FENCE DETAIL O NTS INLET PROTECTION DETAIL 0 A ERNANOTE 4)E B C A(SEE TERNANOTE 4 E A) NTS (SEE J-ih II _DIMENSIONS s 1 1 „ R tl A A / 1 3/4 1 5/8 BNil R 1 1/2• 21• 2 3/4• 6111111 m APPROXIMATE WEIGHTS 3 O ���\�1' FRAME 128 LBS. caFRAME AND GRATE- �„ ODD (INSTALL W/FLANGE q r f CRATE 128 LBS. DOWN OR CAST WTO G 1•MIN 5/16 TOTAL 298 LBS. \/ RISER) I'-10 I/2' � �� 1 3/4•MAX "'111 ,' /► z'-o 1/4 GRATE SECTION C-C PRECAST BASE SECTION 2'-2' # 4. (MEASUREMENT AT THE , NOTES � 'v TOP OF THE BASE) 1-/3 BAR HOOP 2-5 1/4• 1. MATERIAL SHALL BE DUCTILE IRON OR CAST STEEL 4 ?z• TOLERANCE=+0•,-I/16• 1/8•R.OR 1/8•CHMFR(TYP) FRAME TOLERANCE=+0•,-1 B• 2. BELONG NOT PERMITTED. 6•RISER SECTION_ ,�I 3/4• 9, WORN.TO BAR 2 3. DIMENSIONS SHALL HAVE 3 I/16•TOLERANCE pV0 NW < 2 1 2• EXCEPT AS NOTED. TYPICAL KNOCKOUT W/ 1 5/8• 1/8. f 4iliSit g3 BAR 2•MIN WALL THICKNESS 'SI` (+0•.-1/16') (TYP) 1/2. I/2. m EACORNER NORM.TO BAR 8 �` T 8• SECTION B-B E. to, [nslo k. , •—i► `. SECTION A-A CATCH BASIN FRAME & GRATE DETAIL f 1 C-3 O NTS ,„,,,h„�xn 6 BAR < 2-13 BAR HOOP ',� '� I �snu=n z+K 74, SHEET NO#3 EA.RAT PROVIDE 18•MINIANM DEPTH COMPACTED 12•RISER SECTION Washington land Design CITY OF REN TON GRAVEL BACKFlLL FOR PILE BEDDING Planning&Engineering DEPARTMENT OF PUBLIC WORKS BELOW CATCH BASINS 10700MeridianAvenue N.,Suite 503 TYPE I CATCH BASIN DETAIL O �e 6AA95133 DETAILS (206)0Me±365-9510Meridian FAX: FE,36,0795 DNS W 4/i6/96 ,u... DJC -oa m OJT x"'F 1•=30' ''''Nv� • • CLASS'B'ASPHALT CONCRETE 5 I/2' Sat.•. IOIu ,91 JI- NEARING COURSE(WSDOT STD SPEC 5-M.2) - REDINWINIS CBwOR .1.-0'uxl COMA I•R k �I FOR REVOKED CLASS'B'ASPHALT CONCRETE '�' I I �.T RANAGEOPICIREI nwu ,,, LEVELING CWRSE WSDOT STD SPEC DPANNE PRE w ( 5-04.2) PAVEMENT 7 AWROND EOM FINISH (sEE Kam EPEOs) 9 ` ,n ° P 8�� GRADE to ^gaooe o°S''o CRUSHED SURFACING BOOM �� < e'cr.'. P �P , �° BASE COURSE(WSDOT STD SPEC 9-03.9(3) NNNDeiG (SEE ES) ••♦••••••••�•:•••••••••••••♦OWM BEDEW • ►1••••••••••+••••♦ �.������ �������. SUITABLE NATVE MATERIAL _ ��11.444•••••4444���� FILL;TOP 10'COMPACTED TO A MINIMUM REFUGE UNSUITABLE MAIM ♦ �� ���� �� PAM&NM CCIBMRn �i�i�i�i�iO�i00����i�i�i���� OF 95R RELATIVE COMPACTION USING STRUCTURAL FEL 12'UAL .•��*���S•• ••••+••••• P., AASHTO T-160(ASTN 01557).UNSUITABLE ux1E55➢DERN9E 9YC)ED ►•4:t1.��.0.1.��������������gN+ NATIVE MATERIAL SHALL BE REPLACED (O♦A'NA9D BY ON0RE QOIEDWCAI ������������������ 7 3/4' ENLwEER. CDANDI FAL NAIERDI SOIL BE FREE Cr LARGE RODS It.)AND 91NL BE PLACED wa' TLOOSE EST AND camAGRD To azxauAx DENSITY PER STANDARD DUTY PAVEMENT CDCONCRETE CURB SECTION O POOPED PROCTOR TOR TEST(b)N D1557) . PIE MOORE.RACND@IG APO mg.BAORILL NAIEIONS 91N1 BE PER MOOT STNDAIAI 9-0116 ARO SOIL BE WPM TO IRE BOTREN D:PLY. ON-SITE STORM DRAINAGE PIPE TRENCH AND BEDDING DETAIL O NIS • O e+ Q,�A", P �. C-4 %-"1 6 IMAM VIM," I SHEET N0. Washington land Design CITY OF RENTON Planning&Engineering DEPARTMENT OF PUBLIC WORKS 10700Mp,id ,Avenue N.,SAAo 503 Seattle,WA 98133 DETAILS (2061 365-9510 FAX:(206)36442,5 DNS DM 4/16/96 Au NA. DJC CICoM DST sc.: 1'=30' Avom ..z NO. RE1150x 9Y RARE DATE APPRO., .mA.w...... 9REE. 6. I I-- `•• I I I I I I I I I I I 1 1 1 1 E__ 'J l l l l n l l l l l l l l I_ _ I I ,,,,,, I , , II „ , 1 „ , , m , WAL-MART(BY OTHERS) r (PERMIT#) C-960022) I-- H- 'ZZ r� —�� �l LIB 1=1� _ Plant Schedule\ — =., ...,.. --— — —— —— �/''7� yMy Symbol Botanical/Common Name Size/Condition / �Ir• ,�.J,2a� cif y/"=.��Yam' `. Y/.ID �7..: 1` , �.n, .0 tb Trees,shrubs&groundmvets to be installed Y;at �,ft a• all."7 i(} ' 0 Per Wal-mart construction/Permit.C-960022 /) a� ,-•�� tl. '' ii 0 Fraainus pennsylvattira'Urba -7 3-1/r a1.,12%14'ht.,B&B, .�1 \ =. ^ O '()rbnrtitY azh well-branched and matched 1\ ' I 1 j4.� p w ^ specimens,branched between 5.6'. ,\ ,Q Z o V liquidambar styracillaa/ 2-1/r d.,12'-14'ht,B&B, ( �,7 * N p ���///sweetgum well-branched and matched 1 / L., specimens,branched between 5'-6'. y\ • Cn Pseudotsuga met�vesii/ T-H'ht.,B&B,full&well-branched �\I ``! o douglas Br to base,not sheared. • 0 • / 76 �'� ;pyc • O Rhus glabra/ 5'b'ht.min,B&B,multi-stem with p� ••,,``1 s• 1 smooth sumac (3)3/4"cal.stems \/ `\W\\• / 4rro js Arbutus unedo/ 24"- \ ,0- %I ;�p�(Wi8 � ��• i O strawberry tree 30"hl.&spr.,5gal coot. iiik LT („ •'/ Mang.spacing. iWAlaC• S' a, GRAPHIC SCALE - m - (IX Ri) ars Atelier pS a� L-1 L'.=,am.� �"'' SHEET NO. Washington land Design CITY OF RENTON Planning&Engineering DEPARTMENT OF PUBLIC WORKS 10700 Meridian Avenue N.,Snite 503 LANDSCAPING PLAN :• RENTON HONDA RO6)365-AS10 33 FAY:Seattle,WA 81Hb)365-0225 emaim L,C.• 9am'oioa�9(O rec HALE STORAGE PARKING SCAM ,_� �� RM. m a� DATE APPRO.. 0,. A. o� * 9 - NAY W p oi GRA < 4 i) _,:t. o- Y ; V t L, aS• • IN w \ - o , ,Z�' 8 qYl s 3 00\ B V • ' % ' 6h v .. (6R•o• ''1j77'''.. lo �y LkL ¢ b; ` V o .(;• tay,+,�Q 2: . t. n I 1i °�� �d-� I •72 �� Si.? w y.rs- z� tit I :Io +* �°� , • ?� �IP � .ves-z® /jam cc>� J h�o r In `t e' - 8 7.S \ I ., h I P i It ? VAC. OF . a..J • - 1 v^G '-3.,- if�.T_ . y,,,''� ,(. arV L/NfTS-�RD. ,,�. 1ru� [ 4 IL tl 11 `' o c,rt . �" 6 ro 9 8 7 6 5 t4\pn'�� t�j Ai• . • ... .. 314 . P' $ ; t g : ; . S,„P Nc /r �,l 1 ,•Ia 17 14 f 5 U- 13 ! 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' :-1- 131- r°1 '-,•!.,' -11°V/P14 • S o u 1,,', 05**1",,-,0,,-.1!!.'11„-1-4car•-.Tfti! 'id - • ,::L.rTo,• f' -fr-1 y--4- '.r.' r14.4'. IJ 4g"i[•-Al,'4"0,.:'1",,6,1.'14''-,.''_'6'.,.'.....,Lori-o. ,,'x,•... .;:,4.1....,.,!-i,,,..,...;,6.I.'•I.' ...4.,,,,,„.,,E,-.. 2 .. .. .....„R.__e"n •id[. ..,,/„.„, GRAPHIC SCALE PC-4 ,,,. ....:%.:=. (IN FEET) ,,.,4._;. ._„,,,,,,_--•-•---'.„, 7-77-----•,•.;-;;- ."''''''''-''''''• - .,, "..G',,,,,,,,, !•:;i :,`Ifi.-"-.,5 ,'.8.1,. • I. //(''' Washington land Design CITY OF RENTON -----"HWY..-,-:,'"`"'"- ' . • -'-'"'-'----"---r----'7:--------------- ':''''''7/1'4' 4''-e"--..--------",„\\ interchar ,,,IInterchan/ges. . '''11.--F-• .1-'''s' ' s. ''''\• /1.!I N ,_ ), // -,...,,,, . • .,,,-;7, o •^7-.1, DEPARTMENT OF PUBUC WORKS, ,•-•,, -`' ",,-'c--''''',s- ,,,n,,,,,.„ • :_,, ,t-i,,,_, _ L.i... ,4,),,-- ;:. t1:1•• ED'4 ; ,"'Irr,- ''''''IN,- -..----- I.:P - ,..):. ,e':: 7 d..? 10700 Med dlan Avenue N.,Suite 503 . r"nr:Ff,,..,,-,i a ' 14... .----9,,%•_____,. I.1 3_,_a, ',-rif;',Iirtt'..."r"... ,,. L ,G,„• ,. 1 ... „...-_,, ..,__.... ____L....„ 1...4 12061365,9510 FAX:(266)36,0,75 Vs"U., •1 e;, Lc.c.-. :".----1.:1- ::A,:+!,-77:.,„„ cc:,. ,„. .• . __;r,. -*': P,t . , *--,if L'L.,;.... cl' !-Eil.,.; GF'PA .A I• La + • qi. _ ,=mem Dia OM 4/16/90 RE 10.1. I I I VI,,7I r; l•• - /- • ' z I st.Q.- ,,,, • • ':`: ((2 BVC LCRUEPOLE STAKES '\ . . . (B�wG@LS COGR.-206.868.881]) (2 BVC LODGEPCIE STAKES • '0 7 (B�ISMS CORP.-206.86B8811) • . • SECURE TREE TRUNK TO STAKES _ • '/I U�•L WITH CNADGOCA(12 BY LISIEA -SECURE IAEE TRUNK TO STAIOS . �•. OPEN BUIBAP AT IRUKK t •�. 'MIH CHAINLOCK J2 BY LISTER '�1 _.-PUNTAT SAYE LEVEL AS SPUDDED FCID BACK AFT)UNDER - I. OPEN BUwAP AT 1PUKK GROWN M NURSERY OR SPACING gyp, ....fit /_-FOLD BACK AND UNDER •-4„wV q o SUa1LY HIGHER c::;;:..^': ,•T, $•T •'II.� JI • PLANT AT SAYE LEVEL AS GROWN I \I I -,✓• ..' PATH RODIBALL.GROWN IMAM PLANT AT SAYE LLVLL AS GROWN TOP 6 ROO7BA11 AT . ) '� b ,, _ RN.GRADE CREATE WATER BASIN / MIN ROOIBAIL MOM LEVEL YAM TRUNK-LEVEL PAIN •Po -HOD MULCH BACK FROM �L;•�•e•`, '!lam�!' •,�' ARCUND TROD( / FUN.GRADE CREATE WATER BASH 9JRRCUNDWG SOIL., y/P FOIUGE ::•� L„., ,• ,,, / AROUND TRUNK -•FlwSH GRADE u =5--2'THICK WOLa ----2'119CX YIRa. 'YIAa �,_. .!,• r1J FINISH TRADE 111 -PLANTING PIT BACgRL ~ - n -M= "`�=-E'dl=�u -FWSN CJUDE TRUNK FOLD BACK _.J �'e '- '••�..�4 �?i i;�: 'L'`,+ REACTED •. -BREAK AND SCARIFY SIDES AND WW` (n SPECU D TOPSOIL - -, .� BORON GR FIT -BREAD AND SCARIFY SIDES AND AND UNDER i-• y. h NATIVE SOR) - •T 8 S •-,,.. —_-PLANTING PR �,r NOTION Q PIT �, -FLRY DER POLE WATER-SETTLE PLAN -.EDGE OF PUNTING AREA Tr ' v •+. BACKFIL THOROUGHLY EMIK •„.,-.„----.___.PLANTING PIT ,- T , LEAVE NO AN POfXE15 NOTE PUCE 2'COMPACTED DEPTH MULCH, @N.k V VBACIORL TNCRCUGLLY W$`,`. VA. WATER SURF • t"o a� Y "4-1 -COMPACT SOIL UNDER PLANT 7YP.AT ALL PLANTING AREAS k IN SPEOFED TOPSOIL• - ..:✓/2 i.. WATER SETTLE FBBC HuTO BE ir TO AVO N REUSING h NATIVE SCE) _ (hNAlV F�)OPSON. • LARDER THAN 0 OF ROOTBAEL h MOUND TO SUPPORT TREE _. ...._...._.. OD SOIL ROUND UND TO TO SUPPORT IRIS OCONIFEROUS TREE PLANTING DETAIL O DECIDUOUS TREE PLANTING DETAIL O SHRUB PLANTING DETAIL NO SCALE NO SCALE NO SCALE • ,._____._r_-VALVE BOX.IMP. ---FINISH GRADE VALVE BOX____.__._ _ . FLUSH GRADE _ - --- _-_F.r.- _.-FlNISN GRADE • . "d:,,; - - , r TIP.wPPIE z r -P1-- �° -+..; r-T�'. __....__._._....PVC N�PIE a del F TEE(p•� - SPRAY HEAD IlANU GATE A- s V_L I -PVC LITERALGR - VALVE I_IT.ii INNNN�E ■LpI�1�L�I0i I �11= r--PVCURRAL YAOODIE -1O'ELL-BARBED .-. - rl 'IS I� I �_ PVC NIPPLE--- n. l _ LINE PVC TEE- TDNC=9IE 70 INd� E � 90'PVC ,I��':�]A•�� PVC NIPPLE-• L+• �� -PVC BUSHING YLAE�TpL SPRAY HEAD I I" •I•I•,,.. " ='=I." ,� ELL ,7iwnwe`ii - (6'MG%2'0) AS REOb. Sh)NGPpE OR FUNNY PPE F •}ilA wi far r%L r `gyU. PVC HIPPIE---- t8 YAx LENGTH 7I' Th ININus GRAVEL BACKROW -�1I nUI�[41a PVC wPPLL �I I/(f lrti '•Y I: (2'0) --9O GIP.(Ti .,R=C DEPTH,TIP UN. ._ PREVENTER 17 • PyC BUp@1O I --_PVC WALE ADAPTER YANUAIORAII--_-._ - DEPTH,IMP. `:-TYP.90'E11--J I AS REO I __ '-1 W.NIPPLE PVC FIPPLE----gT/�_•f'gdTF PVC TEE OR ELL- %1 —PVC MAINLINE --_PVC NIPPLE VALVE ,'�- PVC LATERAL LINE.. __ a-ARBED ------- 2 C.F.Ve WINOS �____.__.-.._.._GIP.NIPPLE MANUAL DRAIN-- CONTROL WIRE GRAVEL SUMP -f+ PROVIDE AND INSTALL 2.0 PVC DRAIN V !PVC-.__ (RAVEL SNIP ONE.SLOPE TO DAYLIGHT.NO ENDS TO :TO - """4GF.b'MINUS ALLOWED.ESTABLISH GRADE AT METER IMMUNE • TOP OF GRAVEL - ___.-___ URAFl Ha WRAP/COVER-- - --- - OVER STREET ELL OPENING OBACKFLOW PREVENTER ASSEMBLY O AUTOMATIC VALVE ASSEMBLY O MANUAL DRAIN VALVE ASSEMBLY O SPRAY HEAD RISER ASSEMBLY NO SCALE NO SCALE NO SCALE NO SCALE • _—.—._.FINISH GRADE IRRIGATION DEDUCT METER ff REOD.BY LOCAL AUTHORITY. _ • COORDWATE INSTALLATION AND . ----CHICK COUPLER VALVE PANDENT VAIN LOCAL AUTHORITY • WITH LCCKMG LID . --GIP.RISER/FIPPLE SHUT OFF VALVE --9O GLP.ELL ------ DOUBLE CHECK VALVE. .__G.LP.NPPIE �ov GIL. .P.ELL L • • �� • . .ANGLE OMHOFZOILTAL) 'ancx COUPLER Atelier ps L 3 •. -GI.P.wPPLE -- MANUAL DRAIN r®.... l -PVC SUPPLY UNE t____ RASTER CONTROL VALVE • / .. ___DUNE• `'�j• SKEET NO. . • --`-PVC TEE GRELL Washington.land Design CITY OF RENTON Planning&Engineering DEPARTMENT OF PUBLIC WORKS . 1DP00 Makin MeAu&N,54ON503 LANDSCAPE AND IRRIGATION RENTON HONDA ''A WA 98133 _ QUICK COUPLER ASSEMBLY POINT OF CONNECTION SCHEMATIC aas�Bss9sro rucaDB,u �s DETAILS 1C 5/'1'S/96 R2 NNC - 1 NO SCALE O NO SCALE STORAGE PARKING - t- ....' IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEL NUMBER REMARKS 6S •$ Ra�nnnd tnlxd Snip tT plutic P^P<sR 1 1-- �•. �l oloI I I I I I II I I I I I I I RnemaBOpa4 IF: '' Install.s per Detail. I-- I I n_imILLI__IIIIII 1111 IIIIII + I I I I y a R.inBM,B,x-105 n Fp1101P.PP:,v udma per Dead. Imun.a per Grail. WAL—MART (BY OTHERS) f—J I I I LA I I i l l I I . _. RamBim,B,x-,BS•n I radius p IS Wive MxO ; Install as per DetaiL (PERMIT%: C-960022) A Renard tBtx-ISEST Series III plastic pop-up; 1 I i� 11 I 1 I,,,�, 1. . - a I I I I 1 .a,BpalNmalbp„; �i�j,,.s{as�11 '�' Imun..pre Det.n. I — 6_--�� 11 �� I nj L, I 1 I�I� L <V Ralnbad 100 PEB-PRS Series Electric Remote Control Valves 1 '{)'ll n _x ln�l- '- nniuunnnn u -lap• .I Install per Dean. BACKFIAW PREVENTER ASSEMBLY ,s+�— �71im Equipment inquired� __ y I• m• IKp• �" :,13`r,% 1' ��.•'" /�' L`4 s rednrmm of Connection: \\ /�= _ y%7r'1 1t. lw �� Iw 1. � S$ RainBlm DCOrd0 1•doubles..valve bufnow rS/L {� e " gyp+ Sva t�Y4 A li4 I•� .✓ 4 �$ Prrnmter.Install per Detail. al• \\ \ Slew .'Sleevt /+ 1 li a Mann,l Gate Valve See spn nomna Install 41s 0 per a411. i N¢ Manual Drain Valvc See SpMBradmu Install 1 N r- \ 12 Z. per Detail. Ill it. \ W O R C 3/.'quick coupling valre. I it. 1\H 1� IRO IIE ,re:vedettes,for otm .A: a% lye —,-� \ +a,-9' DDcud See pment plane or Install • • 4 \\ a Neutrons. • ` l� 7Q \\ rw n L>!+ Ra�n9ad RCM.B Pcd•al mount in Newton 3 Ip �Y+ \\ ° �\ slitvb ,�,y . �+' nnnnn111n1:,4.04 1'l",'wive shown. O \l�\ O• \\ Sew_,_ � � I 9'1 nn1nn11,1nnt 1•a��S`\ �a/+ ' ' Laterals Mw u Class Minimtee as umcoted ver aawings I -Y.tin :1D, specified. rJ° I \\ �\ :1:1;:14::::'''ll'u-tug-17:2":::66%'::171411176:1-77-''1.-- - e F nnwnnlnnV' r1 �4' I', I'-717��� �1♦ffr Main Line raCiv da,ea0.s sasind�alyd tin m1 °' \\ �� nna `Ave REPLACE EX Dnw nga M mamm real BN y I -w.�� I• x Sleeve r` i+ : I• ::. RAMP W/STAIRS sleeve, Sce spmficaama rot aB dines maybe s 3+�14 \I 3 11 - It5" -6j• 1 !, �— - VLV CS ARE GIAGRFthVnATfL;a \I ea 1\ Sleeve.Iw!� i. 1 �� E IN PLANT/N6A"4EAS Sleeve I• {{ w' t11n1166' LOCR7 Iy_ L't: valve 115• I{ Sleeve A• - V' «m ® • 4 4`O ®\I 1 r- 14. ate`1n1 �_...i.,.A A �IYq• y' 11111081 rear developed by otbm \n1np11111n1 14 I• 4 RAMP =1 1100111pn1 1• D PRIOR TO START OF CONSTAUCIION VERIFY PO GPM AT 64 PSI AT POINT OF CONNECTION. - NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO BEGINNING CONSTRUCTION j.A 11111111 In1111 y, VI I. F. c014 NOTES �\ON P ') lit' �9 MAINLINE IS AWTIS(RAA )'1leg 1.•edng uugaum ror ALLlmgamn Lines and control Valve wire,under ALL prows.,walla, I LO[gTE IN PLANTIKG R EAS r¢kem,em Contractor me for rnir tlon orvu"Hoof alawn litis•esponv g required for complete Imtaltaron or work.x.MunBrea, leer shown rennin� �i/ ✓/�/ aN Ma�rw gpaniklropammenl Pull beivulled in adjacent planting areasa/y • GRAPHIC SCALE - - - —(waRer) I Iveb-BU R S Atelier ps wgzer L-2{ r�m�.am,am..a® - SHEET NO. Washington Land Design CITY OF RENTON Planning&Engineering DEPARTMENT OF PUBLIC WORKS 10700 MeridimAvenue N.,Suite503 RENTON HONDA (306)365.9510 Seattle,AX 8106)3650225 IRRIGATION PLAN O1m: 2LG.,,. a,E�a�� m MC ERA STORAGE PARKING - - -DRAM "`A• oc«ry l..„ SCAM 1'=30' m. ..s CITY JF RENTON I;�t��J .u. ; `` Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator June 27, 1996 Mr. Frank Bonnell Bonnell Family Partnership. • . . 9631 Southeast 7th Bellevue, WA -18004 • SUBJECT: Honda Storage Parking Lot Project No. LUA-96-060,SA,ECf= Dear Mr. Bonnell: ' • This letter is to inform you that the comment and/or appeal periods have ended for the Environmental • Review Committee's (ERC) Determination of Non-Significance for the above-referenced project. • - No appeals were,filed. This decision is final and application for the appropriately required permits may - , . proceed. We have enclosed a "Report Card" and would appreciate it if you would take the time to fill,out the questionnaire and return it to us. Thank you. If you have any questions, please feel free to contact me at 277-2719. For`the Environmental Review Committee, Peter Rosen Project Manager Enclosure • cc: Mr. C.A. Staley/Party of Record (w/o encl.) . FINAL.DOC 200 Mill Avenue South - Renton, Washington 98055 �A��: • - __•_:_I MGOI- - i 4111 0 Washington State Northwest Region .Department of Transportation Ski Morrison Secretary of Transportation DEVELOPMENT PLANNING CITY OF RENTON • DATE: June 25,1996 . JUN 2 71995 TO: Pete Rosen al CE1VED City of Renton, Project Manager 200 Mill Avenue South Renton WA 98055 S Subject: SR 900 MP 9.90 CS 1712 Determination of Nonsignificance- Honda Storage Parking Lot File No. LUA-96-060,SA,ECF FROM: Robert A. Josephson, PE, Manager of Planning&Local Coordination Washington State Department of Transportation Northwest Region 15700 Dayton Avenue North, MS 122 P. O. Box 330310 Seattle, WA 98133-9710 Thank you for giving us the opportunity to review this project which is located at 743 Rainier Avenue South. Our response is checked below: X We have reviewed this subject document and have no comments. The Project will have no significant impact on the state highway system. The State recommends that'a traffic study be prepared to anaylyse the state intersections that are impacted by ten or more of the project's generated peak hour trips and also determine what mitigation measures, if any would be 'required. • If you have any questions,please contact Don Hurter at 440-4664 or Vickie Erickson at 440-4915 of my Developer Services section VEE:vee File Name �`F :STY.. . ...E....SON`�` >� �`>>�````>�<<'�>``> < > < ���<i<<'> >>>`<`><`���>� > <>��<i <�>: :: . NI DIV SI . in >` `` * mmi:x :< : � r: : FF .5 I� ....:. ............................................. :'R.....1[aA..1'�`:.:0...... ..��Y......>*.8�:... ...�.its:�3m� � ����><�� �>a��x�� �<�`� �� �� >�`>��`� ``'<<< ' On the k7--‘55 day of uwe.. , 1996, I deposited in the mails of the United States, a sealed envelope containing . 1�-ec 0A" av\t 'ec tSlin documents. This information was sent to: Name Representing 1 aank. -aoVVnll C.,g. g tat . (Signature of Sender) talo•.11'• ..1w.•...cX- STATE OF WASHINGTON ) ) SS COUNTY OF KING ) • c- I certify that I know or have satisfactory evidence that�frn 1 RA e. .�ee�.e.. -L signed this instrument and acknowledged it to be his/her/their free and voluntary act for Vie uses and purposes mentioned in the instrument. aatl4. l )- 1 S9 b `� 2 5 K�4 '"4. Notary Public i nd for State of pas as on : . „ ,•c,`=; ` - '1�.. Notary(Print) h Ae► lI „) '16 fvtc -c c r�tii►'Oti.at •'� • ".n • My appointment expires: 6- aq-9 9 ''A, it gct.dame: 944-111/441 Project Number. 9(� -o(0o,7,£C: NOTARY.DOC r Report CITY OF RENTON & DEPARTMENT OF PLANNING/BUILDING/PUBLIC WORKS Decision ENVIRONMENTAL REVIEW & ADMINISTRATIVE LAND USE ACTION DECISION DATE June 4, 1996 Project Name Honda Storage Parking Lot Applicant Frank Bonnell ' File Number LUA96-060, SA,.ECF Project Manager 'Peter Rosen •Project Description Proposal to expand and improve an existing parking lot which has been used, and is proposed to continue to be used, as inventory storage parking for an adjacent auto dealership. The proposal includes regrading, paving, additional landscaping, and stormwater drainage.improvements. Project Location 743 Rainier.Avenue S Exist. Bldg. Area sf NA Proposed New Bldg. Area NA Site Area . • - 106;005 s.f. . Total Building Area sf NA y : •'_� .__ .. r JL:_[1 : : • .� .n«�! � II7���a v . _ n 1 UV.' \ 1'�y sr-•-r -•- -:u'hr�,�.-.�.-.-.-.----.-.-.-.fM-•-S7N -JI-.-.-.-. .-.-.-.-.- : • -r�m o: . s$=.-- II - : - " _ _ 1%,. ' . I N - ca 'L j ,,q • I - J ;1' EAR-I G i, . •• ! I $ U I I'I ^ ... I •3.9.. ,• '�,,..�. ; ..S �; ,�INDUSTRIAL Y,I ,iw7•c5,01•4iwl:h 1,+� ,�.,a•...5 _ I •6 PARK NO.I w �� s..e .�: ... I • I 11 r ISAt GRA i��,�;�ey;. : ; �..rl •;is �:',11, � T -� jr `I .1 ..�� re Ir�h .rn J112 ma's 1. 1 „ ^ ; ,_ ,.. ,yt'.:;y1�.' ;, I, 041 lCl'1 i '� �r'.. /Oy w111M T�V��I � !t� I fig. St (/)/ III ;�\\�\ A: j VI• a ego ',r ' -1,6� gill 1 + '�r.11 2 •pro▪ " '' 11 / lip u 11, R4/n 1 o r. ,,,...,.,.. �r�•.,rs. , ' rr,.rr. 'If , "��q� 1�� S� .� � s,'�, - II -y_�- .•- .:1.rr.it -I M ,'I,IP�.. � . '.'7l�•�i.�::.:•� iq;a p„ fY�' . --, :�;nR --_ - GRAPHIC Pr•'IIMP . .. • 1._.- -i^-- - - - I 1.r C h o r I I n 1.r�n, - ,�I c , •1. .- ..-r am �1. r . . _.n0 ,...,4oF �"t, ,r w \. W Irlgton land Delta; =Hw • - -• r 2 v v•*� �• . ...•r.- !';�)` / . Planning&Englneedng I - eu, —i�s r . 7 � �-�. r• 1• —�: , —� 1.' � Lf.d' f..rrw WAMID i rl.. PO'''._ :ti�b12. :-7.- :-.• Y# . gII :�. ;1: n''e..1• �,'RFNTON.HOND/^,- .._. .Awo0,,..-,,, City of Renton PB/PW Department Environments :rmination&Administrative Land Use Action • HONDA STORAGE PARKING LOT LUA 96-060,SA,SM,ECF REPORT AND DECISION OF June 4,1996 Page 2 of 10 Part One: PROJECT DESCRIPTION/BACKGROUND The proposed project is to expand and improve an existing parking lot which has been used, and is proposed to continue to be used, as inventory storage parking for an adjacent auto dealership. The parking lot would provide approximately 278 parking spaces, to be used exclusively for inventory storage parking. The proposal includes regrading, paving, added landscaping, and storm drainage improvements. Presently, the site includes approximately 59,400 square feet of paved parking area, graveled parking area, and an undeveloped portion of the site west of the Maple Avenue drive. There is no landscaping present on the site. The proposal would increase the paved parking area by approximately 36,600 square feet for a total of 96,000 square feet (creating approximately 90% impervious area on the site). Most of the paving would occur along both sides of Maple Avenue. The proposal would add 10,000 square feet of landscaping. Part Two: ENVIRONMENTAL REVIEW A. Environmental Impacts The Proposal was circulated and reviewed by various City Departments and Divisions to determine whether the applicant has adequately identified and addressed environmental impacts anticipated to occur in conjunction with the proposed development. Staff reviewers have identified that the proposal is likely to have the following probable impacts: 1) Earth Impacts: The site is mostly flat, with the average slope across the site at less than 2%. Approximately 5,900 cubic yards of fill would be imported to raise the grade of the site. The applicant has not provided information concerning the source of the fill material. Because the site is essentially flat and paved, it is anticipated that any erosion would be minor and potential impacts mitigated through temporary erosion and siltation control measures implemented during construction. Mitigation Measures: No mitigation measure is recommended. Standard Temporary Erosion and Sedimentation Control (TESC) methods will be required conditions of Building and Construction permits. Policy Nexus NA 2) Air Impacts: Minor impacts to air quality would occur during construction, from exhaust of construction equipment and dust from exposed soils. The applicant has submitted a Construction Mitigation Plan to ensure that dust does not become a nuisance during construction activities on the site. Vehicle emissions would result with operation of the project, though the project would not result in the generation of additional vehicle trips. Mitigation Measures: No mitigation measure is recommended. Policy Nexus NA 3) Water Impacts: The proposed project would result in increased impervious surface coverage (approximately 36,600 square feet). Additional stormwater resulting from this increase in impervious surface would be detained on-site in oversized pipes to,provide release rates approximating the existing peak runoff rates. Runoff from newly paved areas subject to vehicular traffic will be treated by an off-site biofiltration swale SITERC.DOC City of Renton PB/PW Department Environmenta . - .rmination&Administrative Land Use Action ' HONDA STORAGE PARKING LOT LUA 96-060,SA,SM,ECF REPORT AND DECISION OF June 4,1996 Page 3 of 10 constructed as part of the Bonnell Retail Development(Wal-Mart). The stormwater detention and water quality system will be required to be designed in accordance with the King County Surface Water Design Manual adopted by the City of Renton. Mitigation Measures: No mitigation measure is recommended. Policy Nexus NA 4) Transportation impacts: __The project site would be accessed via the private extension of Maple Avenue from Grady Way, and would be connected to the adjacent Wal-Mart development. The project includes a new ramp onto the Renton Honda property. No additional vehicular trips would be generated with this project. Mitigation Measures: No mitigation measure is recommended. Policy Nexus NA B. Recommendation Based on analysis of probable impacts from the proposal, staff recommend that the Responsible Officials make the following Environmental Determination: DETERMINATION OF DETERMINATION OF NON-SIGNIFICANCE NON-SIGNIFICANCE-MITIGATED. Issue DNS with 14 day Appeal Period. Issue DNS-M with 15 day Comment Period with Concurrent 14 day Appeal Period. X Issue DNS with 15 day Comment Period with Issue DNS-M with 15 day Comment Period Concurrent 14 day Appeal Period. followed by a 14 day Appeal Period. C. MITIGATION MEASURES: No mitigation measures are recommended. SITERC.DOC r v City of Renton PB/PW Department Environments_ 'irmination&Administrative Land Use Action HONDA STORAGE PARKING LOT LUA 96-060,SA,SM,ECF REPORT AND DECISION OF June 4,1996 Page 4 of 10 Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only,they are not subject to the appeal process for environmental determinations. EXISTING CONDITIONS: WATER: .There are existing and proposed water mains to be installed with the Walmart project. The project includes relocation and installation of hydrants throughout this site. SEWER: Sanitary sewer exists on this site. STORM: The water quality treatment for the storm water runoff for this project is included in the Walmart site project. An existing and proposed storm system has been approved with the Walmart project with this portion of the site a natural extension of the proposed construction. STREETS: All street work is being accomplished with the Walmart project. CODE REQUIREMENTS: SURFACE WATER: 1. The System Development Charge shall be at the current rate of$0.129 per square foot of new impervious surface. PLAN REVIEW-GENERAL: 1. All plans shall conform to Renton Drafting Standards. 2. A construction permit is required. When plans are complete three copies of the drawings,two copies of the drainage report, a construction estimate, application and appropriate fee shall be submitted to the fourth floor counter. A fee worksheet is enclosed for your use. However, it is recommended to call 235-2631 to verify the fees as generated by the permit system prior to issuing a check. PARKING LOT DIMENSION STANDARDS: If the parking lot is converted to customer or employee parking in the future, for either the subject use or for a different use, the parking lot shall be required to be striped and configured to meet the standards of the parking code. SITERC.DOC City of Renton PB/PW Department Environments rmination&Administrative Land Use Action HONDA STORAGE PARKING LOT LUA 96-060,SA,SM,ECF REPORT AND DECISION OF June 4,1996 Page 5 of 10 Part Three: ADMINISTRATIVE LAND USE ACTION Report & Decision A. 'Type of Land Use Action X Site Plan Review Shoreline Substantial Development Permit Conditional Use Binding Site Plan Special Permit for Grade&Fill Administrative Code Determination B. Exhibits The following exhibits were entered into the record: Exhibit No. 1:Yellow file containing: application, proof of posting and publication, environmental review and other documentation pertinent to this request. Exhibit No. 2:Drawing No. 1, Site Plan (Received May 10, 1996). Exhibit No.- 3:Drawing No. 2, Erosion/Sedimentation Control Plan (Received May 10, 1996). Exhibit No. 4:Drawing No. 3, Grading and Drainage Plan (Received May 10, 1996). Exhibit No. 5:Drawing No. 4, Details (Received May 10, 1996). Exhibit No. 6:Drawing No. 5, Details (Received May 10, 1996). Exhibit No. 7:Drawing No. 6, Landscape Plan (Received May 10, 1996). C. Consistency with Site Plan Review Criteria: In reviewing the proposal with respect to the Site Plan Approval Criteria set forth in Section 4-31-33(D) of the Site Plan Ordinance, the following Issues have been identified by City Departmental/Divisional Reviewers: 1) CONFORMANCE WITH THE COMPREHENSIVE PLAN, ITS ELEMENTS AND POLICIES: The Comprehensive Plan designation for the project site is Employment Area - Commercial (EAC). Land uses intended for the EAC designation are those that require large amounts of land and high visibility and access to large volumes of automobile traffic (Objective LU-AA). The proposed use supports and is ancillary to the auto dealership which is consistent with the primary uses intended for the designation. Redevelopment of Employment Areas is preferred over expansion of the areas (Policy LU-176). The parking area is adequately landscaped to reduce visual impacts (Policy LU-174). The proposal provides for internal circulation among adjacent parcels and uses (Policy LU-170). 2) CONFORMANCE WITH EXISTING LAND USE REGULATIONS: The project site is designated Commercial Arterial (CA) on the City zoning map. It is also within Area B of the Automall. Auto dealerships and uses which directly support dealerships are SITERC.DOC City of Renton PB/PW Department Environment__=ermination&Administrative Land Use Action HONDA STORAGE PARKING LOT LUA 96-060,SA,SM,ECF REPORT AND DECISION OF June 4,1996 Page 6 of 10 considered primary permitted uses in the CA zone and the Automall Area. Development standards of the CA zone are largely inapplicable to the subject proposal which is restricted to the expansion and improvement of an existing parking storage area. The Parking and Loading Ordinance requires parking lots greater than 10,000 square feet to have a minimum of 5% of the area landscaped to reduce the barren appearance of the parking lot.\The subject proposal includes 10,000 square feet of landscaping, equal to approximately 9.4% of the total site area utilized for parking. The landscape plan submitted as sheet 6 includes several plants on the plant schedule which are not used on the planting plan. A revised landscaping plan should be submitted which resolves this • - discrepancy and lists the types and number of plant species on the plant schedule corresponding to the landscape plan. 3) MITIGATION OF IMPACTS TO SURROUNDING PROPERTIES AND USES: The proposal would improve an existing parking area; paving areas which are presently gravel and adding landscaping. This would improve the overall appearance of the site and reduce dust, resulting in a positive impact on surrounding properties and uses. The landscaping proposed along the north boundary of the subject property would add an attractive boundary between the subject use and Wal-Mart, adding definition to the separation with the Wal-Mart development to the north. The site_plan indicates the location of outdoor lighting within the parking area. The applicant should include information with the building permit submittal to ensure that the lighting does not result in a glare/illumination problem on adjacent properties. 4) MITIGATION OF IMPACTS OF THE PROPOSED SITE PLAN TO THE SITE: The proposal would add landscaping to the site, enhancing the appearance of the site and improving permeable area. While the proposal would add to the total impervious surface area, a stormwater system would mitigate for the additional stormwater runoff and the runoff from the newly paved areas would be treated by an off-site biofiltration swale constructed for the adjacent Wal-Mart. 5) CONSERVATION OF AREA-WIDE PROPERTY VALUES: The proposal would serve to improve the existing parking storage lot with new paving, landscaping and a stormwater drainage system. The site improvements would likely improve area-wide property values. 6) SAFETY AND EFFICIENCY OF VEHICLE AND PEDESTRIAN CIRCULATION: The project site would be accessed via the private extension of Maple Avenue from Grady Way, and would be connected at two driveway accesses located just east of maple Avenue to the adjacent Wal-Mart development. The project also includes a new ramp onto the Renton Honda property. The storage parking is not intended for customer use and therefore the circulation is not designed for public usage and circulation. For example, no pedestrian sidewalks or circulation is provided for the proposal. The proposal is successful in limiting access points and improvements of curbing and channelization woutd provide 4ott safe-and efficient circulation. SITERC.DOC City of Renton PB/PW Department Environments__'-ermi:nation&Administrative Land Use Action - HONDA STORAGE PARKING LOT LUA 96-060,SA,SM,ECF REPORT AND DECISION OF June 4,1996 Page 7 of 10 7) PROVISION OF ADEQUATE LIGHT AND AIR: Not applicable. 8) MITIGATION OF NOISE, ODORS AND OTHER HARMFUL OR UNHEALTHY CONDITIONS: The proposed land use would not generate additional noise or odors significantly beyond the -existing usage of the site. The project would not create other harmful or unhealthy conditions. The inventory storage parking would be compatible with other commercial uses in the area. 9) AVAILABILITY OF PUBLIC SERVICES AND FACILITIES TO ACCOMMODATE THE PROPOSED USE; AND: The project site is adequately served by existing utilities and roads to serve the proposed use. Refer to the Advisory Notes section of this report for detailed information on public utilities and services. 10) PREVENTION OF. NEIGHBORHOOD DETERIORATION AND BLIGHT: The proposed project would improve conditions on the site; paving the existing gravel parking area, adding landscaping, and improving the stormwater system. These improvements would assist in preventing neighborhood deterioration and blight. X Copies of all Review Comments are contained in the Official File. Copies of all Review Comments are attached to this report. SITERC.DOC City of Renton PB/PW Department Environments_ ermination&Administrative Land Use Action HONDA STORAGE PARKING LOT LUA 96-060,SA,SM,ECF REPORT AND DECISION OF June 4,1996 Page 8 of 10 FINDINGS, CONCLUSIONS & DECISION Having reviewed the written record in the matter, the City now makes and enters the following: D. Findings 1) Request: The Applicant, Frank Bonnell, has requested Environmental Review& Site Plan Approval for development of the Honda Storage Parking Lot. __. 2) __Environmental Review: The applicant's file containing the application, the State Environmental Policy Act (SEPA) documentation, the comments from various City departments, the public notices requesting citizen comment, and other pertinent documents was entered as Exhibit No. 1. 3) Site Plan Review: The applicant's site plan application complies with the requirements for information for site plan review. The applicant's site plan and other project drawings are entered as Exhibits No. 2 thru 7. 4) Comprehensive Plan: The subject proposal is consistent with the Comprehensive Plan designation of Employment Area - Commercial. 5) Zoning: .The site plan as presented, complies with the zoning requirements and development standards of the Commercial Arterial zoning designation. 6) Existing_Land Use: Land uses surrounding the subject site include: North: Wal-Mart and parking; East: Store and office building, part of shopping center; South: Renton Honda auto dealership; and West: Warehouse/distribution building. E. Conclusions 1) The subject proposal complies with the policies and codes of the City of Renton. 2) Specific Land Use (e.g. Site Plan Approval) issues were raised by various City departments. These issues were addressed in the body of the report. 3) The proposal complies with the Comprehensive Plan designation of Employment Area - Commercial; and the Zoning designation of Commercial Arterial. r SITERC.DOC City of Renton PBIPW Department Environments___ermination&Administrative Land Use Action HONDA STORAGE PARKING LOT LUA 96-060,SA,SM,ECF REPORT AND DECISION OF June 4,1996 Page 9 of 10 F. Decision The Site Plan for Honda Storage Parking Lot File No. LUA-96- 060 is approved, subject to following conditions: CONDITIONS 1) A revised landscaping plan shall be submitted which corresponds the types and number of plant species listed on the plant schedule with the landscape plan. 2) The applicant shall include lighting specifications with the building permit submittal to ensure that the parking lot lighting does not result in a glare/illumination problem on adjacent properties. 3) Any outstanding conditions associated with Renton Honda shall be satisfied prior to final sign-off of the construction permit. These include, but are not limited to, the Bill-of-Sale, Cost Data Inventory, and as-builts for the 10-inch diameter water line constructed in the previous parking lot improvement. 4) Temporary Erosion Control shall be installed and maintained to the satisfaction of the representative of the Development Services Division for the duration of the project. 5) Construction hours shall be limited to those hours allowed with the construction permit issued for the • Bonnell Family Retail/Walmart site, generally between 7:00 a.m. and 7:00 p.m., Monday through Friday. Saturday by arrangement but no hours in excess of the weekday hours, and no Sunday construction. DATE OF DECISION ON LAND USE ACTION June 4, 1996 SIG TURES/ es C.Hanson,Zoning Administrator ate ./,� ichael D.Katter ann, Zoning Administrator date TRANSMITTED this 5th day of June, 1996 to the applicant and owner: Frank Bonnell, Bonnell Family Partnership 9631 Southeast 7th Bellevue,WA. TRANSMITTED this 5th day of June, 1996 to the parties of record: C.A. Staley P.O. Box 3407 Federal Way, WA. 98063 TRANSMITTED this 5th day of June, 1996 to the following: Bob Arthur,Land Use Inspector Jim Chandler,Building Official Art Larson,Fire Marshal Neil Watts,Public Works Division Lawrence J.Warren,City Attorney Valley Daily News SITERC.DOC City of Renton PB/PW Department, - Environmentc.r..Lerminatlon&Administrative Land Use Action HONDA STORAGE PARKING LOT LUA 96-060,SA,SM,ECF REPORT AND DECISION OF June 4,1996 Page 10 of 10 Land Use Action Appeals & Requests for Reconsideration The decision on the requested administrative land use action is being made concurrently with the Environmental Determination. The administrative land use and environmental decisions will become final if the decision/decisions is not appealed within 14 days of the date of the publication. An appeal of either or both decisions must be filed within the 14 day appeal period(RCW 43.21.C.075(3);WAC 197-11-680). REQUESTS FOR RECONSIDERATION must be filed in writing on or before June 25, 1996. Any aggrieved person feeling that the decision of the Site Plan Review Committee is based on erroneous procedure, errors of law or fact, error in judgment, or the discovery of new evidence which could not be reasonably available at the prior meeting, may make a written request to the Zoning Administrator for review by the Site Plan Committee within fourteen(14)days of publication. This request shall set forth the specific errors relied upon by such appellant, and the Committee may, after review of the record,take further action as it deems proper. If an appeal is made to the Hearing Examiner, requests for reconsideration will be forwarded to that office for consideration at the same time as the appeal. AN APPEAL TO THE HEARING EXAMINER is governed by Title IV, Section 4-8-11.B,which requires that such appeals be filed directly with the Hearing Examiner. Appeals must be made in writing before 5 p.m.on June 25, 1996. Any appeal must be accompanied by a$75.00 fee and other specific requirements. THE APPEARANCE OF FAIRNESS DOCTRINE provides that no ex parte(private one-on-one)communications may occur concerning land use decision. The Doctrine applies not only to the initial committee decision, but to all Request for Reconsideration as well as Appeals to the Hearing Examiner. All communications after the decision date must be made in writing through the Zoning Administrator. All communications are public record and this permits all interested parties to know the contents of the communication and would allow them to openly rebut the evidence in writing. Any violation of this doctrine could result in the invalidation of the request by the Court. S/TERC.DOC ':.:C: oF:RE N:: : r?,.;:.;:.i;:.ii:.i:?.;i:.:?.i:.i:.i:.i::gi:.i:.i:.i;'.:?«« »>:<::.:.:.: I NT:: :;LAi<l�t I•; .:�:.i;:.i i:.i:.i:?.i:?.;:.;i::.;::.i:.:;':»»::::<»:::>:>::>:.:;i:.i:;:.i:.iiii:?.:::i.;::i;:;i.:>.:::::..�:.:.;'.;;':::; . 1k u< :•1 S0 ...x::::^::.v::•v:v......x...... n : ::.v:xv::::.::::::••vi:?•:v.v:;v.........:;?v...•v.:... .. .v:{ir•:<i:ri,:::ii:::}:+:•i:::'•:.::v.�::i::{::'r'>+::::i:?:i:?i ::i:i4:{•vn:v:::vr:?:??:?(??4:ti{.:?p:�?{.:ii:??.?y r::.ii:?xii0i: ossolognonsomomenagos i . 4ii»i;;i:^i:4::•i::.:tr:4:8•?• ........:.v........ •:rii::i� •: �.' � }:: �'� ..}. � :i �. ?�} .`?i}::iir vi........n.......n.......:.. ..ICE:.$. .. AlLI. ....:..:........................:......:............,. .... F.. Eli. . ::?::.i..i.. .� D.`if:..i:d S On the (141. day of \tain e_. , 1996, I deposited in the mails of the United States, a sealed envelope coning documents. This information was sent to: Name Representing Kt bticr thttchtnn Cvttbk ' aw) U,yak• turyti s rt4fA eo T 2N\Jtd ".t iannaan 4 T u.t.. -RcsQt. eat TZac.k. 16cvvs ..Kota 'Ie"t f —1-14W5r17-tattnn Swe. —1:Zvast% CM1e f Sea-ttk. LZuw avv\:s', lv\cl‘am ' tot IMaAcOoinA , gh5Vnevles ucklestuool va%&1 m L. k4e r- (Signature of Sender) %t.A.A4-m- k_ �s—►., STATE OF WASHINGTON ) ) SS COUNTY OF KING ) -- I certify*that I know or have satisfactory evidence that r A-tt-A '*. S. 5 /z- signed this - instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. Dated::.,,, � 1�1 ��t,l Notary Public rn nd for the State of W rngton if Ai�fe',,, • I 1 (o yl- /Y/ 61.4v s .• � r 7 , •.;5► =: Notary(Print) YV1,42� I N �� ✓v� c (ta • ��t.�ir s: My appointment expires: > . 4 , /941' t'B{ O`�4' �F:raje,�t'lNdt�Ada Skro1 'Peurka t lot- NOTARY.DOC Y CIT1 `DF RENTON ,. . Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator June 6, 1996 Washington State Department of Ecology Environmental Review Section . PO Box 47703 • Olympia, WA 98504-7703 - - SUBJECT: -Environmental Determinations . • - Transmitted herewith is a copy of the Environmental Determination.and Environmental Checklist•for the following project reviewed by the Environmental Review Committee on June 4, 1996: • DETERMINATION OF NON-SIGNIFICANCE - - HONDA STORAGE PARKING LOT - • LUA-96-060,SA,ECF The applicant proposes to expand and improve an existing parking lot which. has been used,.and-is proposed to continue being used, as inventory storage parking for an adjacent auto dealership: The proposal includes regrading, paving, additional landscaping, and storm drainage improvements. Location: 743 Rainier Avenue South. . - . . The 15 day comment period with concurrent 14 day appeal-period for this project will end at 5:00 PM on June 25, 1996. Following this, the City will finalize its Determination unless comments received require a reevaluation. ..Appeal procedures imposed by the City. of Renton's Environmental Review Committee are available at the Development ' Services Division, Third Floor,. Municipal Building, Renton, Washington 980552, Phone: '235-2550. You should 'be prepared to make specific factual objections. - ' : . , . . ' ' If you have questions, please call me at (206) 235-2719. For the Environmental Review Committee, - . )..Q...464,_,Lre.A..._ . ,- Peter Rosen s Project Manager ' cc: King County Water Pollution Control Division, Metro , Department of Wildlife • Larry Fisher, Department of Fisheries ' ' - David F. Dietzman, Department of Natural Resources Don Hurter, Department of Transportation Sue Rumery, City of Seattle Duwamish Tribal Office ' Rod Malcom, Fisheries, Muckleshoot Indian Tribe (Ordinance) Rita Perstac, Puget Power AGNCYLTR.DOC -- 200 Mill Avenue South - Renton, Washington 98055 0 This paper contains 50%recycled material,25%post consumer ' CITY JF RENTON sea ai, Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator • June 6, 1996 • • • Mr. Frank Bonnell Bonnell Family Partnership 9631 .SE Seventh Bellevue, WA -98004 SUBJECT: Honda Storage Parking Lot Project No. LUA-96-060,SA,ECF_ • Dear Mr. Bonnell: - This letter is written on behalf of the,Environmental Review Committee and is to inform you that they have completed .. . their review_of the environmental impacts of the above-referenced project. The Committee, on June"4, 1996, decided that your project will be issued a Determination of Non-Significance. _ . The City of Renton Environmental Review Committee has determined that it does not have a probable significant adverse impact. on the .environment. An environmental impact statement (EIS) is :not required under ROW -43.21C.030(2)(c). This decision was made by the Environmental Review Committee under the authority of Section 4-6- 6, Renton Municipal Code, after review of'a completed'environmental checklist and other information, on file with the lead agency. This information is available to the public on request " -The 15 day comment period with concurrent 14 day appeal period for this project will end at 5:00 PM on June 25, 1996. Following this, the City will finalize its Determination unless comments received require a reevaluation. Appeal procedures imposed by the City of Renton's Environmental Review .Committee are available at the Development Services Division,:Third Floor, Municipal Building, Renton,,Washington 98055. .'Phone: 235-2550. You should be- , _ prepared to make specific factual objections. = . If you have any questions or desire clarification of the above, please call me at (206) 237-2715. , - For the Environmental Review Committee, • • • - Peter Rosen • Project Manager . CC: Mr. C.A. Staley/Party of Record • • DNSLTR.DOC • 200 Mill Avenue South -•Renton, Washington 98055 • CITY,OF-RENTON _ DETERMINATION OF NON-SIGNIFICANCE ADVISORY NOTES AND CONDITIONS APPLICATION NO(S): LUA-96-060,SA,ECF • APPLICANT: Mr. Frank BonneII PROJECT NAME: Honda Storage Parking Lot • DESCRIPTION OF PROPOSAL: The applicant proposes to expand and improve an existing parking lot which has been used, and is proposed to continue being used, as inventory storage parking for an adjacent auto dealership. The proposal includes regrading, paving, additional landscaping, and storm drainage improvements. LOCATION OF PROPOSAL: 743 Rainier Avenue South ' Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental • determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. • EXISTING CONDITIONS: WATER: There are existing and proposed water mains to be installed with the Walmart project. The project includes relocation and installation of hydrants throughout this site. • - SEWER: Sanitary sewer exists on this site. •STORM:- The water quality treatment for the storm water runoff for this project is included in the - Walmart site project. An existing and proposed storm system has been approved with the Walmart project with this portion of the site a natural extension of the proposed construction. STREETS: All street work is being accomplished with the Walmart project. ' CODE REQUIREMENTS: • SURFACE WATER: 1. The System Development Charge shall be at the current rate of$02129 per square foot of new impervious surface. PLAN REVIEW-GENERAL: 1. All-plans shall conform to Renton Drafting Standards.` " 2. A construction permit is required. When plans are complete three copies of the drawings,two copies • ' of the drainage report, a construction estimate, application and appropriate fee shall be submitted to the fourth floor counter:-A fee worksheet is enclosed for your use. However, it is recommended to .call 235-2631 to verify the fees as generated by the permit system prior to issuing a check: - PARKING LOT DIMENSION STANDARDS: . •If the parking lot is converted to custo`meror employee parking ',tithe future, for either the subject use or _ _ for a different use,the parking lot shall be required to be striped and configured to meet the standards of " the parking code. - " Honda Storage Parking Lot LUA-96-060,SA,ECF Advisory Notes and Conditions(Continued) : - Page 2 The Site Plan for Honda Storage Parking Lot File No. LUA-96-060 is approved,subject to - following conditions: CONDITIONS 1) A revised landscaping plan shall be submitted which corresponds the types and number of plant species listed on the plant schedule with the landscape plan. - 2) The applicant shall include lighting specifications with the building permit submittal to ensure that the parking lot lighting does not result in a glare/illumination problem on adjacent properties. 3) Any outstanding conditions associated with Renton Honda shall be satisfied prior to final sign-off of the construction permit. These include, but are not limited to,the Bill-of-Sale, Cost Data Inventory, and as-builts for the 10-inch diameter water line constructed in the previous parking lot , improvement. 4) Temporary Erosion Control shall be installed and maintained to the satisfaction of the representative of the Development Services Division for the duration of the project. 5) Construction hours shall be limited to those hours allowed with the construction permit issued for the Bonnell Family Retail/Walmart site, generally between 7:00 a.m. and 7:00 p.m., Monday through Friday. Saturday by arrangement but no hours in excess of the weekday hours,and no Sunday , • . construction. • • • • • ADVNOTES.DOC/ • CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE APPLICATION NO(S): LUA-96-060,SA,ECF APPLICANT: Mr. Frank Bonne!! PROJECT NAME: Honda Storage Parking Lot DESCRIPTION OF PROPOSAL: The applicant proposes to expand and improve an existing parking lot which has been used, and is proposed to continue being used, as inventory storage parking for an adjacent auto dealership. The proposal includes regrading, paving, additional landscaping, and storm drainage improvements. LOCATION OF PROPOSAL: 743 Rainier Avenue South LEAD AGENCY: City of Renton Department of Planning/Building/Public Works Development Planning Section The 15 day comment period with concurrent 14 day appeal period for this project will end on June 25, 1996. Following this, the City will finalize its Determination unless comments received require a reevaluation. Appeal procedures imposed by the City of Renton's Environmental Review Committee are available at the Development Services Division, Third Floor, Municipal Building, Renton, Washington 98055. Phone: 235-2550. You should be prepared to make specific factual objections. PUBLICATION DATE: June 10, 1996 DATE OF DECISION: June 04, 1996 SIGNATURES: • alp �/La C,®v/ic. Gregg Zi ji f er , Administrator DATE Departm-n of Planning/Building/Public Works 6— SalirChastain, 477 Administrator DATE Commu ity Se ' Department Lee , I i DATE Renton Fire Department DNSSIG.DOC CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE ADVISORY NOTES AND CONDITIONS APPLICATION NO(S): LUA-96-060,SA,ECF APPLICANT: Mr. Frank Bonnell PROJECT NAME: Honda Storage Parking Lot DESCRIPTION OF PROPOSAL: The applicant proposes to expand and improve an existing parking lot which has been used; and is proposed to continue being used, as inventory storage parking for an adjacent auto dealership. The proposal includes regrading, paving, additional landscaping, and storm drainage improvements. LOCATION OF PROPOSAL: 743 Rainier Avenue South Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. EXISTING CONDITIONS: WATER: There are existing and proposed water mains to be installed with the Walmart project. The project includes relocation and installation of hydrants throughout this site. SEWER: Sanitary sewer exists on this site. STORM: The water quality treatment for the storm water runoff for this project is included in the Walmart site project. An existing and proposed storm system has been approved with the Walmart project with this portion of the site a natural extension of the proposed construction. STREETS: All street work is being accomplished with the Walmart project. CODE REQUIREMENTS: SURFACE WATER: 1. The System Development Charge shall be at the current rate of$0.129 per square foot of new impervious surface. PLAN REVIEW-GENERAL: 1. All plans shall conform to Renton Drafting Standards. 2. A construction permit is required. When plans are complete three copies of the drawings, two copies of the drainage report, a construction estimate, application and appropriate fee shall be submitted to the fourth floor counter. A fee worksheet is enclosed for your use. However, it is recommended to call 235-2631 to verify the fees as generated by the permit system prior to issuing a check. PARKING LOT DIMENSION STANDARDS: If the parking lot is converted to customer or employee parking in the future, for either the subject use or for a different use, the parking lot shall be required to be striped and configured to meet the standards of the parking code. Honda Storage Parking Lot LUA-96-060,SA,ECF Advisory Notes and Conditions(Continued) Page 2 The Site Plan for Honda Storage Parking Lot File No. LUA-96-060 is approved,subject to following conditions: CONDITIONS 1) A revised landscaping plan shall be submitted which corresponds the types and number of plant species listed on the plant schedule with the landscape plan. 2) The applicant shall include lighting specifications with the building permit submittal to ensure that the parking lot lighting does not result in a glare/illumination problem on adjacent properties. 3) Any outstanding conditions associated with Renton Honda shall be satisfied prior to final sign-off of the construction permit. These include, but are not limited to, the Bill-of-Sale, Cost Data Inventory, and as-builts for the 10-inch diameter water line constructed in the previous parking lot improvement. 4) Temporary Erosion Control shall be installed and maintained to the satisfaction of the representative of the Development Services Division for the duration of the project. 5) Construction hours shall be limited to those hours allowed with the construction permit issued for the Bonnell Family Retail/Walmart site, generally between 7:00 a.m. and 7:00 p.m., Monday through Friday. Saturday by arrangement but no hours in excess of the weekday hours, and no Sunday construction. ADVNOTES.DOC/ -'- AFFIDAVIT OF PUBLICATION Jessica Borg , being first duly sworn on oath ton 98055.Phone:235-2550.You should be states that he/she is the Legal Clerk of the prepared to make specific factual objec- tions. Publised in VALLEY DAILY NEWS NOTICE OF ENVIRONMENTAL DETERMINATION 10, 1996h 1676 the Valley Daily News June 600 S. Washington Kent, WA. 98032 ENVIRONMENTAL REVIEW COMMITTEE RENTON,WASHINGTON a daily newspaper published six (6) times week. Said newspaper is a legal The Environmental Review Committee newspaper of general circulation and is now and has been for more than six (ERC) has issued a Determination of Non- monthsprior to the date ofpublication referred to, printed andpublished in the Significance - Mitigated for the following proje'!under the authority of Renton Munic- English language continually as a daily newspaper in Kent, King County, Wash- ipal Code. ington. The Valley Daily News has been approved as a legal newspaper by order HONDA STORAGE PARKING LOT of the Superior Court of the State of Washington for KingCounty. LUA-96-060,SA,ECF p 9The ap;oar licant proposes to expand The notice in the exact form attached, was published in the Valley Daily News and improve an existing parking lot (and not in supplement form) which was regularly distributed to the subscribers which has been used and is pro during the below stated period. The annexed notice, a posed to continue being used, as inventory storage parking for an adjacent auto dealership. The pro- Notice o f F.n v Tl P t posal includes regrading, paving, additional landscaping, and storm drainage improvements. Location: 743 Rainier Ave. So. The 15 day comment and 14 day appeal was published on 6-1 ()-9 6 periods for this project will run concurrently and end at 5:00 p.m. on June 25, 1996. Appeal procedures and the mitigation mea- The full amount of the fee charged for said foregoing ublication is the sum of sures imposed by the City of Renton's Envi- ronmental Review Committee are available 44 . 9 2 at the Development Services Division,Third , -----.\ $ i Floor, Municipal Building, Renton,Washing I i e al lerk, Valley Daily News --- J Subscribed and sworn before me this 3.-(A-1—day of - 19 'sr a ,. 641j/e-eTh`�li AI.�,,E�1\1�-•FE�'C, Notary Public or the State of Washington 0 ,`�; NS51 e.,.4;•/k,::-,* residing at-,4trtrurrr* 1'k-. T A ,-P•ct>s King County, Washington t * 1 --- : -9c i rn Ait4 Wis► i ttb.. . yam••c NOTICE OF ENVIRONMENTAL DETERMINATION ENVIRONMENTAL REVIEW COMMITTEE RENTON, WASHINGTON The Environmental Review Committee (ERC) has issued a Determination of Non-Significance for the following project under the authority of the Renton Municipal Code. HONDA STORAGE PARKING LOT LUA-96-060,SA,ECF The applicant proposes to expand and improve an existing parking lot which has been used, and is proposed to continue being used, as inventory storage parking for an adjacent auto dealership. The proposal includes regrading, paving, additional landscaping, and storm drainage improvements. Location: 743 Rainier Ave. So. The 15 day comment period with concurrent 14 day appeal period for this project will end at 5:00 p.m. on June 25, 1996. Following this, the City will finalize its Determination unless comments received require a reevaluation. Appeal procedures imposed by the City of Renton's Environmental Review Committee are available at the Development Services Division, Third Floor, Municipal Building, Renton, Washington 98055. Phone: 235-2550. You should be prepared to make specific factual objections. Publication Date: June 10, 1996 Account No. 51067 • dnspub If r....ii r. I Lir' ra 1- INK,, . . ENVIRONMENTAL DETERMINATION POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION PROJECT NAME: HONDA STORAGE PARKING LOT PROJECT NUMBER: LUA-96-060,SA,ECF The applicant proposes to expand and Improve an existing parking lot Which has been used,and is proposed to codes ntinue being used,as invenlory storage parking for an adjacent auto dealership, The Locpation:743 uRainier Ave•So.paving, additional landscaping, and storm drainage Improvements, THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERC) HAS DETERMINED ,I THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ! ENVIRONMENT. AN ENVIRONMENTAL IMPACT STATEMENT WILL NOT BE REQUIRED. Ej PPEALs OF THIS DETERMINATION MAY BE FILED WITH THE CITY OF RENTON HEARING EXAMINER BY 5:00 PM, , ® YOU MAY CO_MMENT ON THIS DETERMINATION=Y 5:00 PM ON JUNE 25 1996 OR APB THIS DETERMINATION BY 5:00 PM,JUNE 25 1996 THE COMMENT AND APPEAL PERIODS WILL RUN CONCURRENTLY. k i' J11kit. t *-2 : '- - ciy . a R= i11 it r ,.... , .;..—.4.--....tai:‘7,'it `Ear: 96.,..�_-""..,�w, fir Ijt I ; ( INDUSTRIAL •• • I� yy l•���, • Ll^ PARK N41 I9 ��� •� ,. I _.._.1 - Sriile i _ ) • • �''�,'I�r�{'2•fib) „ ! is Iii V.',;•1:y a J ' •~ "•1i ' 'I ---. -__ -;.#4,----r-- - ` 'iil , 1r ,. +fir • • J`•"`..'''•4 OE AriK `yam'! . FOR FURTHER INFORMATION,PLEASE CONTACT THE CITY OF RENTON,DEVELOPMENT DO NOT REMOVE THIS NOTICEICES VWITHIONOUT T PROPER AUTHORIZATION • Please include the project NUMBER when calling for proper file IdentificatIon.'::... :• r CERT-I-FICATION I, sa_hd4 Jetek:fo l , hereby certify that 3 copies of the above document were postediby me in 3conspicuous places on or nearby the described property on • Signed: SU,1 " J-Il fi�. \ STATE OF WASHINGTON ) • SS COUNTY OF KING ) certify that I know or have satisfactory evidence that �A->•.c1� --- A IC S signed this instrument and acknowledged it to be his/her/their freed voluntary act for the uses and purposes mentioned in the instrument. Dated: 1 l�1�1 1�Y? ry,-v,,�A � c. :� 1C-`'1�,: Notary Puband for the State�f VU�shington 'Zvi.,�iv e+t-�,'C'S! �. l eo y l, i y l C�,�a >�' �; �,AI,* . Notary (Print) Vv1 I +Zi I N J4 vv.c Itio.� ;,,ir 44.3.:M ; My appointment expires. CO- �� _q 9 .� d"�2 o1 Y.dec c, • iloIrtcl ENVIRONMENTAL DETERMINATION POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION PROJECT NAME: HONDA STORAGE PARKING LOT PROJECT NUMBER: LUA-96-060,SA,ECF The applicant proposes to expand and improve an existing parking lot which has been used, and is proposed to continue being used, as inventory storage parking for an adjacent auto dealership. The proposal includes regrading, paving, additional landscaping, and storm drainage improvements. Location: 743 Rainier Ave.So. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERC) HAS DETERMINED THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT. AN ENVIRONMENTAL IMPACT STATEMENT WILL NOT BE REQUIRED. APPEALS OF THIS DETERMINATION MAY BE FILED WITH THE CITY OF RENTON HEARING EXAMINER BY 5:00 PM, XXX YOU MAY COMMENT ON THIS DETERMINATION BY 5:00 PM ON JUNE 25, 1996 OR APPEAL THIS DETERMINATION.BY 5:00 PM, JUNE 25, 1996. THE COMMENT AND APPEAL PERIODS WILL RUN CONCURRENTLY. `+ v' rv1�' • . •�1� .r, \\ . l .-, }�\.......7.-ut,' \A fM • rn;:. •'.:.1 r. /„....1. �1��� IX: \ ' �}ll per', .Z. _L ._.___'l'.t..7! i r ,, 2. I'•!wn2L:J:.. I. .�.." r O Q•, lk .r'� -' 11• ,..,sti -Li . . i7.,, , 'II C- I " � r1 , 1 .'", �, ; 4 9 1l._ 1 P. a"' I �, . , I t F EAR- TM: G 'e 1.: I.:. ••i' A-r*`�-w*v � i �x 1 ••��� r �I i D TRIAL 3s• Fr Ir.a.*I+.wwl� �r ".;.--. Goon a 1 0 N�F•wU."wl, .r I..., e. z PARK NO `3 1 .p € • } s j I ....•. ....' �•Nit'll �� gter . •+ •' : . i '!QYIij. i11 ,,„ ,�rs� OW, !" d II.' 14;/ r.r. ►�"�Gy pril9teC a 0..--.1 -,. . .•1•tr.• s s AfAf .r 1'�L ✓ " IlA' t�� w , 4 • Q 0 r.".•• r.• ,s. NfN. •I r r„ ' 6 b ., ig 1 v '' L'1"°tip'•' !r� : .' F` 4,i to1711f1 ti\S.q,..= 3 es P .'/ R." � o e l 11 n 1 l old . . ...... Via: �I� IAI[y• i •1 :rr = - GRAPHIC WALL J. mM y •Fj I \ _ __.-- I.�. -``0sDtS 1 �• "' __-.�,_,_, � I l e rcller Inlerclla/rGe ..-a .�.,,.-. i tea' ..: =:: . ;.I Washington land Design •b•r AEA' 4'•y` --ti- 'm r s r Manning AEn need �_ pp��1r �at 0._ i -i• _D•-TIi- , / I•I\ d Engineering ha • „€ teb .�5,;isf�, . .: ® fr �,tll ; 1.. `_,t ea..R: :ON1.fO(�JD, ' ,r.4u..r1. ,Aeoonxeaa r, . :1: 1. x .... ' i�'.I';:;,,__.-a.,*-- Te.`,GEC•PART 11 ' _ FOR FURTHER INFORMATION, PLEASE CONTACT THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION AT 235-2550. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION ;4: Please':include::the.project NUMBER when calling>for roper:file i ">.:." =.::.. , ..: . ... ..... .:. . . .9.:... p. p. ..::.;.:...:: dentiflcatlon ;>::<. :::>:;>:. _ 1 CITY OF RENTON MEMORANDUM Date: May 24, 1996 To: Peter Rosen From: Kayren K. Kittrick, Plan Review Subject: Honda Storage Parking Lot LUA-96-060, SA, ECF EXISTING CONDITIONS: WATER: There are existing and proposed water mains to be installed with the Walmart project. The project includes relocation and installation of hydrants throughout this site. SEWER: Sanitary sewer exists on this site. STORM: The water quality treatment for the storm water runoff for this project is included in the Walmart site project. An existing and proposed storm system has been approved with the Walmart project with this portion of the site a natural extension of the proposed construction. STREETS: All street work is being accomplished with the Walmart project. CODE REQUIREMENTS: SURFACE WATER: 1. The System Development Charge shall be at the current rate of $0.129 per square foot of new impervious surface. PLAN REVIEW - GENERAL: 1. All plans shall conform to Renton Drafting Standards. 2. A construction permit is required. When plans are complete three copies of the drawings, two copies of the drainage report, a construction estimate, application and appropriate fee shall be submitted to the fourth floor counter. A fee worksheet is enclosed for your use. RECOMMENDED CONDITIONS: 1. Any outstanding conditions associated with Renton Honda shall be satisfied prior to final sign-off of the construction permit. These include, but are not limited to, the Bill-of-Sale, Cost Data Inventory, and as-builts for the 10-inch diameter water line constructed in the previous parking lot improvement. • 2. Temporary Erosion Control shall be installed and maintained to the satisfaction of the representative of the Development Services Division for the duration of the project. 3. Construction hours shall be limited to those hours allowed with the construction permit issued for the Bonnell Family Retail/Walmart site generally between 7:00 a.m. and 7:00 p.m., Monday through Friday. Saturday by arrangement but no hours in excess of the weekday hours, and no Sunday construction. CC: Neil Watts BONHON.DOC City of___ :`on Department of Planning/Building/Pub! Drks ENVIRONMENTAL 8 DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT lSpoP %. t COMMENTS DUE: MAY 27, 1996 ,•r c - EArro APPLICATION NO: LUA-96-060,SA,ECF DATE CIRCULATED: MAY 13, 1996 ,t,r•� N 73, APPLICANT: FRANK BONNELL PROJECT MANAGER: PETER ROSEN 1144/ 1,, ,9 e y PROJECT TITLE: HONDA STORAGE PARKING LOT WORK ORDER NO: 78095 ‘r 6 LOCATION: 743 RAINIER AVENUE SOUTH '��+�r�`a d.`'e v4�t�g'ki SITE AREA: 106,005 Sq.Ft. I BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: The applicant proposes to expand and improve an existing parking lot which has been used, and is proposed to continue being used, as inventory storage parking for an adjacent auto dealership. The proposal includes regrading, paving, additional landscaping, and storm drainage improvements. A. ENVIRONMENTAL IMPACT(e.g.Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major information Environment Minor Major Information Impacts Impacts Necessary Impacts impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use _ Utilities Animals Transportation Environmental Health Public Services Energy/ Historic./Cultural Natural Resources Preservation B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS &tee.. Cey tAvu2 s &N HoA), Q o C- We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable Impact or areas where additional Information is needed to properly assess this proposal. Kth9tc ;6 Sfd/9( Signature of Director or Authorized Representative Date DEVAPP.DOC Rev.10/93 City of i . .. on Department of Planning/Building/PublL _ >rks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT:q , fa,eI L`.,j a e-COMMENTS DUE: MAY 27, 1996 ,,.°Pik,® APPLICATION NO: LUA-96-060,SA,ECF DATE CIRCULATED: MAY 13, 1996 �s I'' i!! APPLICANT: FRANK BONNELL PROJECT MANAGER: PETER INSEN '. /996 PROJECT TITLE: HONDA STORAGE PARKING LOT WORK ORDER NO: 78095 ��"V(.. '',fr LOCATION: 743 RAINIER AVENUE SOUTH � I' el' SITE AREA: 106,005 Sq.Ft. I BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: The applicant proposes to expand and improve an existing parking lot which has been used, and is proposed to continue being used, as inventory storage parking for an adjacent auto dealership. The proposal includes regrading, paving, additional landscaping, and storm drainage improvements. A. ENVIRONMENTAL IMPACT(e.g.Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Ught/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic./Cultural Natural Resources Preservation B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS CCtauvAIS ce.)kV N. 13 o C. We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional Information is needed to properly assess this proposal. Sighatur of Director or Authorized Representative Date DEVAPP.DOC Rev.10/93 Ke4i1rcvl City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET RENT ON DEPARTMENT: p`3.v► m®iJ L) CITY OF RENTOR9 OMMENTS DUE: MAY 27, 1996 ,��.� APPLICATION NO: LUA-96-060,SA,ECF DATE CIRCULATED: MAY 13, 1996 mg( 1 41996 APPLICANT: FRANK BONNELL PROJECT MANAGER: PETER ROSEN PROJECT TITLE: HONDA STORAGE PARKING LOT WORK ORDER NO: 78095 il.;,uhL9.Th G DIVISION LOCATION: 743 RAINIER AVENUE SOUTH SITE AREA: 106,005 Sq.Ft. BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: The applicant proposes to expand and improve an existing parking lot which has been used, and is proposed to continue being used, as inventory storage parking for an adjacent auto dealership. The proposal includes regrading, paving, additional landscaping, and storm drainage improvements. A. ENVIRONMENTAL IMPACT(e.g.Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water LightGlare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS o.51 2 C,g-huvjnaAis ONl,�N. UOC We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. 7 /cry 0e3/f� Sig ature of Director or Authorized Representative Date DEVAPP.DOC Rev.10/93 City of_____ton Department of Planning/Building/Pub,_. forks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: fire ?vim) -ham COMMENTS DUE: MAY 27, 1996 APPLICATION NO: LUA-96-060,SA,ECF DATE CIRCULATED: MAY 13, 1996 APPLICANT: FRANK BONNELL PROJECT MANAGER: PETER ROSEN PROJECT TITLE: HONDA STORAGE PARKING LOT WORK ORDER NO: 78095 LOCATION: 743 RAINIER AVENUE SOUTH SITE AREA: 106,005 Sq.Ft. I BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: The applicant proposes to expand and improve an existing parking lot which has been used, and is proposed to continue being used, as inventory storage parking for an adjacent auto dealership. The proposal includes regrading, paving, additional landscaping, and storm drainage improvements. A. ENVIRONMENTAL IMPACT(e.g.Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic./Cultural Natural Resources Preservation fiki Q j" binfiaC&S /00 /e-c' B. POLICY-RELATED COMMENTS /04 . C. CODE-RELATED COMMENTS 4/4/ i/ta/ir / e ur,/teI l�fvtet e!ic7 ct'cc fe.5 We have reviewed this application with particular attention to those areas in which we have expertise and have Identified areas of probable impact or areas where additional info ation is needed to erly assess this proposal. '1/a Signature of D or or Authorized Re resentativ Date DEVAPP.DOC Rev.10/93 City o Eton Department of Planning/Building/Pt Vorks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: Pot t COMMENTS DUE: MAY 27, 1996 APPLICATION NO: LUA-96-060,SA,ECF DATE CIRCULATED: MAY 13, 1996 APPLICANT: FRANK BONNELL PROJECT MANAGER: PETER ROSEN PROJECT TITLE: HONDA STORAGE PARKING LOT WORK ORDER NO: 78095 LOCATION: 743 RAINIER AVENUE SOUTH SITE AREA: 106,005 Sq.Ft. I BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: The applicant proposes to expand and improve an existing parking lot which has been used, and is proposed to continue being used, as inventory storage parking for an adjacent auto dealership. The proposal includes regrading, paving, additional landscaping, and storm drainage improvements. A. ENVIRONMENTAL IMPACT(e.g.Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major information impacts Impacts Necessary impacts Impacts Necessary Earth Housing Air __ Aesthetics Water Light/Glare 1 Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Guttural Natural Resources Preservation Unatenct .d p ing lots ,ei 1COw)a -e_. Cf wo < 1 / c f 4nx ,gel?ire(. L. von (`ism 4o pci�tr CGS S - iiu s roq c M& ui i tad -it) eAtxe.to )9ccorier O ott;J COU/> Lhok tees l N ion S 9 st- rrea-- ti Fencing ahaAnd 14,ht, lot tee_S sae s 112-n CLnV&1) o -i . `flu CoWcL he, Ott Po(.- t tcj_anI IGY RELATED COMMENTS—.. � r l ' a 1 r i-ry r 3 e p t,(Tnu� (� fl/;e Sl �W cc np once l U 1N fill I U 7 V XLr ML cons Por i t mvi cC. - Pa.rner (0=fr - 7itt , e woth ern 06 Wu_ ppemi will l Sb rovic a kctwl eA ubt SeCurity £igli�n %S GZ l tee 351 ,/ (,cpplie ?S P la,nn i ng on uslng bAq Ilk- boo. Gy) tie o W dS o i — ah(Dagki Otis Coui oecl / as 'M & 1n /C64-- i f-- IaS' 4-0 afecLi cal) r Ae Cp fOi is 0LIAL t acme(( Cut ru 9 ht- 4o al s coupic:. e ati <1W.ue-ta . We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. (A6(111-yrkwcs-aSe ofr ohorized Rresentative Date DEVAPP.DOC Rev.1Q103 City of.- on Department of Planning/Building/Publ ',arks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET - REVIEWING DEPARTMENT: %Lea COMMENTS DUE: MAY 27, 1996 APPLICATION NO: LUA-96-060,SA,ECF DATE CIRCULATED: MAY 13, 1996 APPLICANT: FRANK BONNELL PROJECT MANAGER: PETER ROSEN PROJECT TITLE: HONDA STORAGE PARKING LOT WORK ORDER NO: 78095 LOCATION: 743 RAINIER AVENUE SOUTH SITE AREA: 106,005 Sq.Ft. I BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: The applicant proposes to expand and improve an existing parking lot which has been used, and is proposed to continue being used, as inventory storage parking for an adjacent auto dealership. The proposal includes regrading, paving, additional landscaping, and storm drainage improvements. A. ENVIRONMENTAL IMPACT(e.g.Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major information Environment Minor Major Information Impacts impacts Necessary Impacts impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic./Cultural Natural Resources Preservation pa77/6<2 B. POLICY-RELATED COMMENTS zo pc / z0 ea o -17D `�'hc+ �� � '►.�. 0� a..,0-7-tec.001ccr)/2 ' C. CODE-RELATED COMMENTS 1-616)CQ/) We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional informal. 's needed to properly assess this proposal. Ot11,14/1,/ afria 101 Stiih/519 Signature of Director or Authorized Representative Da DEVAPP.DOC Rev.10193 ' City of, ton Department of Planning/Building/Put. F./orks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: .iwtatoA Sewrco COMMENTS DUE: MAY 27, 1996 _ APPLICATION NO: LUA-96-060,SA,ECF "� DATE CIRCULATED: MAY 13,,1996 APPLICANT: FRANK BONNELL PROJECT MANAGER: PETER ROSEN PROJECT TITLE: HONDA STORAGE PARKING LOT WORK ORDER NO: 78095 CITY OF RENTON LOCATION: 743 RAINIER AVENUE SOUTH SITE AREA: 106,005 Sq.Ft. I BUILDING AREA(gross): N/A 1996 SUMMARY OF PROPOSAL: The applicant proposes to expand and improve an existing parking gy3pl :Lj.Jd is proposed to continue being used, as inventory storage parking for an adjacent auto dealership. oha�bposaf inciudes regrading, paving, additional landscaping, and storm drainage improvements. A. ENVIRONMENTAL IMPACT(e.g.Non-Code)COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts impacts Necessary Earth Housing Air Aesthetics Water Ught/Glare . Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services _ Energy/ Historic/Cultural Natural Resources Preservation B. POLICY-RELATED COMMENTS " hbl\) , C. CODE-RELATED COMMENTS MD0‘,. We have reviewed thi p( eotr c 'o with part lar attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional info a o assess his proposal. 51[ 1 (.// Signature of Director or Authorized Representative Date DEVAPP.DOC Rw.1O1D3 NOTICE OF I=s,:DPOSED SITE APPROVAL i°.'r-1PLICATION RENTON, WASHINGTON A Site Approval (SA) and Environmental Checklist Review (ECF) Application has been filed and accepted with the Development Services Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. PROJECT NAME/NUMBER: HONDA STORAGE PARKING LOT/LUA-96-060,SA,ECF DESCRIPTION: The applicant proposes to expand and improve an existing parking lot which has been used, and is proposed to continue being used, as inventory storage parking for an adjacent auto dealership. The proposal includes regrading, paving, additional landscaping, and storm drainage improvements. GENERAL LOCATION: 743 Rainier Avenue South PUBLIC APPROVALS: Environmental Review Site.Plan Approval Building Permit The application can be reviewed in the Development Services Division located on the third floor of Renton City Hall. Comments will be accepted anytime prior to Public Hearings, during Public Hearings, or prior to an administrative site •plan approval. For further information on the application, or if you wish to be made a PARTY OF RECORD and receive additional notifications, by Fnail, of the City's environmental determinations, appeal-periods and/or the public-hearing date(s) for this,project, please contact the Development Services Division at 235-2550. Please include the project NUMBER when calling for proper file identification. —-- ,.� • 1 - +r„rt/f -r I- ni �\'‘.11�0 ,� +�s�.0 ern— ��t- - - a..owns.♦ -•/ I \ - ,rtis• T -� Y' 1 I 1 , 1011. 1 I p „" •.® dry ^ b. �p.� ,_I,i{. 1' •...1 �.../ 111„�' t• ��\`� '>�Mti:F-'I ., in l I:t: ` ...„.` f "' 1-20 I' If�/�J.7rN•ffff ` .-._.--.-._._._. M.�-'}4.S1r-• Tr _•-=•-`rfN.._._.-... n ^i f r f�V+r..n f�� ' r• . ....r 3 O —� I w•� I O —A , I• I z Y ' v, ' I 'ON911!xx4MklogiioN tin q I .- I •.m Y. ....... 0: 'S S . . I ty9 - Y II ' .. tu•WxIu1.N1N;AwlNw:1 -j w ,> , 7 .I.i�na ' e,.no :'y' I ^_ nr O. ! I r o P.:11Ny,ywllivimµ ii �/ 1 311 nwr,s s I t iili W....._ ___ ^ bx-++lwwwµwl l+H : I•��'. •�y -, or ��� • a �• " ,I EAR_ T. ON :6—.1,3,,' ar+,,-:lea I a'i ' 0 - �- I .. y' ..-. Jll .-Tit,..; S + .u.I'' 'pMIp.p.m4 I,004.1 r.. '� •.� ijii_ io INDUSTRIAL . 1toi ,•; w , PARK NO. I4,014.gtotittigm I), 3' 1 •• }-'. G ,,r i g Cst i'" . .1 . • 1 ,:, ., -- too ,ST .:.,. ,-^Z n^' rt�`,'(,1.�'r '.r _- __ 1 ,/I•YO N 1 I I' i. ... . w ♦rp RAO I a � .� `➢r Y J III 1, IL• •• III h S / G Y . . r•y r:n�^�^,fl...f '� n r-.q :I'�:11 ...i�:1 1 T 11 I ,rw 1 :ST.` '� S.W. ! •11„1A+,:i i i4 _.I..r tgS... •� Ch• _- r:"' �' • w� '.'.y'� ,Id:''... 1 •�. ,, ,• 0120 vtpc'" r-1y m• I 1 I Il yf. , ;,S. R£NTONI %., I. -•r r. .,,..1,. •:•• ..,,,-4,,,,.,• . !, �� pal` V IT"..: •�- ".. ..0 •i „�•.i _ II ��\ fn I '�+"I•. 1 nY p )Tr r..• .,• ���,] I� 1•"iif'�� ',„y�(0 . -"-'�� 1 .f,•.�L•1•W ,.4 ff'i•►'.' Cn 6 '.b it i A. r•tiip�'r�: 3 tie :W✓'i i ;� I N\ lf:I.t.a I , r L . •• i• " ,e ,1•'f�e •Z�i ,•u-6.,._ .0',, ,, •s/u, Ran I$oulh R. nlo71� •+ - i,11� . • � -- — ,wi G�.�1CWfrlN1� ' ) • GRAPHIC,.....,." :r: .:,:. ••' .1...-••.... .... ,: �' 1 l o r •i 1 n 1 s r e 1.•u n 0 3331.01 �arn-_ .. ,;26r6"'~ =i-0:.� W:o�r s .\ .- _- ..�'{riTllllf8T0/1/afld QlJT*1ra��sQ • . ,__i_..,: .-i.r• t�� _ -1r"•r_ \ �/, aching b Ell d ering . De.y - -'.s �et.f1 r' � .m= -:{•;..i_ �._ ez IMOMrlaMAmmo N.Srn,SW _l"ir ,,• .•.. � .• •, 2 1 ' ,I . ,,.. : _i.. .,,,s.�R. TONi. O rJ�.f FAKQa>�.W;! N! .•,. r,i• ,lj i3 W ri,.• 0 `y: i • ' r["•' ROfI 'i 4../. • .;,. .. sW_-_:.• -__-_167N.----.=ST^ TQ • GE1'PA ' p.L ;cam. H s NOTICE OF PROPOSED SITE 'APPROVAL APPLICATION RENTON, WASHINGTON A Site Approval (SA) and Environmental Checklist Review (ECF) Application has been filed and accepted with the Development Services Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. , +"•t) r�' . . PROJECT NAME/NUMBER: HO RAGS", RAG PARKING LOT/LUA-196-060,SA,ECF• 1. DESCRIPTION: T p cant proposes t'o`expand and'Improve.•an;existing parking lot:whicli;has been used, and is proposed to continue being used, as inventoiji storage parking for an adjacent.auto dealership. ;I The proposal includes regrading, paving, additional landscaping, and:storm drainage.improvements..'. - • -_- ,:,--'r' ''3ENERAL LOCATION: •• 743 Rainier Avenue South •PUBLIC APPROVALS:• Environmental Review. - • , _; • • Site.Plan Approval • n'. • - Building Permit The application can be reviewed in the Development Services Division located on the third floor of Renton City Hall. Comments will be,accepted anytime prior to Public Hearings, during Public Hearings, or prior to an administrative site plan approval. For further information on the application, or if you wish to be made a PARTY OF RECORD and receive additional notifications, by mail, of the City's environmental determinations, appeal.periods and/or the public hearing for this project,- please contact the Development Services Division at 235-2550. Please include::the.,project NUMBER when call ng'fol.'proper•file,identification:-.',. -• • t,, •'' . • _ i i '- !.ryt L•Y! rr •-'V•.__ ...�0••�` • �r . '�.; ... 1,��}} t ;,1 ti•I": I' :.1,.: t••: •''..:•1 !., - i BST 1'w Y;, f,zi. •auw t• ,. 16221.1 In •i' .. 12 F-A31 .) ..L'tr r 1.>> J ':•r• •.�.v ri �:1.•, .. nn•i::..: 1 'oT �•, - .. 4/M• -17.- _ .- ' "Rae-, r[IDINO.-.�.�.rr.......� �.Lf,-. .�._r/1N.a� :moo h.-. . r ::,-. :i . • tr 6: _ .P.....1. • rl :1 Tir+ •1,4 i ,y 1 r :e':„h=: t j ac,_' [fl * ./�.•,••y-' • , !' II t 11 1 �y°4141:w1'•1 i o ,.` ,•[/ „ •..M`ties N n.nu I I i 'i — .• z .',..w••r 1 ' .. 'tFwww'h+P+sl a VV/ ' M �" f EAR.. Til:ON s ..,1.„ ' , .�': •'�• i,a-1 w«+w I a'� 0 I .. si a ( 1. J p I��j� r I, -- p @ . 1st-' w 3 9.. I •Ir I' •' ; P4-1,14 1 F. EO56 . ' ro•I"•"M H a -S I _ ItIQFM 4414a .11 i :.'% -Fun 'ramNARY sif o INDUSTRIAL. I •• Q - p7M I , •4, N' WAY • -�. le,..1 T• r°Q N ' i' ! • • . .S.W I.�" Q- '' .,,,• rrr���--- � Lyen• "' • AOY ,Qy�111 :.r• i� nl S ,- ; 1 ? .f ` 1--. [JllL_.ii- GA7mlI,r17� l • I] _ !'` _ •` •sr. • .IS., R£NTONI_ LI , .uE i bp.11.1 r : tiil•T?•I ,eIlO .-'i it y,u rl' +. • � I ��`•. ti-._ � 7rLT I ��.�'•1kI D, 'T, • w�fi. .ts .' .r sw•• i V•..,,-i:%�1%-. y .�,: m ",:: -::•��- I - i _ • i,w,iiStift 1 +1, 1.1 11 111ib 1..� tl s_!yy-,1.i O~!.•,� /t Z` �rN� i II ov 1.'A:1 RJLn: s 'i� jX wi. • 1. .rig •.' •N `:(1i��•_~�+'•�`t• ri' 4�,ti id' ••. $o-,• R t`n :,, /?•r ,� ,, , .. _,'•_"f n—,4 T;„ 7.�;%,r-4Y°,•• j,,�:_J`;,i II IT 1v�'-0, " �s}•i , e:11s�T. k� f ;'.rI4 i-f-1 _�i ...rt,. ' a '1'.'•1 if;:,';:,�'014.,3.:ri::; ?':• 00 h • ,•.. 4. ;444115""'' -s•r,.•C'..r: L •t' - •. A�Sr:, •`CchiimieseALE.1 iJ;• .. .1 - . � 1.• • .. "I ) • r eAoI •; In1 • reAo ,r••,,,.w • e.1•�. .-+•r„- , •01• '•I•- 1••o I r • ,:\ ;I• • Washington land Design ' ' _la ,:I••� 0:.::'qt:^td' -i'*� r-1:l-:'._` •�► ,I\ Yd • Planning&Engineeringq+� ;:, • aGT' 3 1I, �,.• `- // 1070011/.li•MwoN."AIM y_ • -- �j -N•I I J • :• _-f'•'7�.ifr.,r `. / i Sank IW1 ULU �:�{` a1 I ,ll ; . ,;... mlig . �:O�N1140 a �rtai ?:-_. ONO AMMO , �.17,.,m1, tiiiilii it• •• -1'` I- 1-• - r )l •m••`—• 8,-S;'STil ' GA RA 1'q _s Q' • . , • • %, :,, ',.'-' •—• c:' :.•‘',••• •'",.' '..1, 1:•:n.," ',..i`= ,:‘ ``Z-"i2 :•'' ''T ,—::'' ':'...-",'. ---:' '..'.':.• .3,.--..:' ::. - — .:.:, -•.7..:..• . .•'' ,••:' `,,. ;.,. -.• . .: . • . . , .; , ,,; i: y ',...'., ..,: ,;,:,--- ' I.•., :7.. 0.,.,. .4,1 !:. 7::,:,..:1:.,,,,,:..: ',..,t7' -•L:.;:. • :„.:.. ,,, ,... ,I; . ' ': ' .. . .. ' '4.."' ..,, ' '..'" '%'. '— '4' : , 0 1111111 111111 11 1111111 1111 1 11 111! 111 111 111 11 1 . .. . •,:,.... • • D--.-t- - --.--- _ . M Cr REDITOM , ....2....4 / , CPeca3—o <cCOo Y N r 7-c;ve,t.VmIE-TTE1ER2 4, I Dev: c: 7cmt Sevces Division • 0 200 V:i Avenue South ,Renton, Washington 98055 ' 496 E : 7 P8 7154076U.S.pSTAGE :411e•144 RA cc cc C,ZAluitc--- - --- - 44:ifro MA - INC PO ox 653 I • Ren o i, WA 9807-0653 ,..,-- 4, ,,, 1 UPABI rl,r,At , .;- , . LI . I ,, ' 01 ,..,. .) ., -'1 ,..: 1111.111111119' I RETURN 1.0 Ciiii h 4111-111111111111;111plitlilidilliliiiiiiimilliibill,4,11 "` NOTICE OF PROPOSED SITEARPROVAL APPLICATION • ' RENTON, WASHINGTON - "```' �" A Site Approval (SA) and Environmental Checklist Review (ECF) Applicatien,;hasbeen fled ,and accepted with the Development Services Division of the City of Renton. The following briefly deacribes`theapplication and the necessary Public Approvals. ; PROJECT NAME/NUMBER: HONDA STORAGE PARKING LOT/LUA=96-060,SA,ECF:' ,• • '� . DESCRIPTION: The applicant proposes:to expand and improve an existing parking lot Which has been used, and is proposed to continue being used, as inventory,storage parking for an-adjacent auto dealership. ;Tl,e proposal includes regrading, paving, additional landscaping, and'-storm drainage improvements. _ _ - _ h , GENERAL LOCATION: 743 Rainier Avenue South PUBLIC APPROVALS: Environmental Review Site.Plan Approval Building Permit The application can be reviewed in the Development Services Division located on the third floor of Renton City F, ._. Comments will be accepted anytime prior to Public Hearings, during Public Hearings; or prior to an administrative site plan approval. For further information on the application, or if you wish to be made a PARTY OFRECORD and receive additional-notifications,:by•mail;=.of°the.;City's'.environmental determinations, appeal 'periods-and/or-the-public hearing date(s)_�for this project, ::please;contact,Ahe Development Services Division at:235-2550..:•Please:include...the..project NUMBER when calling fo_r,proper file•identifcation = ;^ : : — •',i,--"-_ ,�• -r ' ' ' eo.1..;, ...:: .......:::::,---;- • .6.-is--,,,..:.:‘ —. .8z, ev•-p• , S.:. t I""i' 'Fi, T:.%t'•• ;rwii w}'` At ri'• • „. •1i411..+,i - ) in i...0• ,...1..r. llt•T ,5.' (."�- -0 • '.:1-7 _7 ,. ._ _. _._.tm-._. 'firm -sr: --..-_ _ _ .n..ir ,N-._s4 tiE,•:__._:—.r. '..:::— -.LS_. :-_ylN• .r 1..r. r':' w ,• 1•rr �..• /• :'.'."• 1 g [[ii n I`i �• . �"1.1" YF!newl Er . ._ I TIT .,. t- w...... Q •3 , e 1 ,.-.y'• _ •1_ 0 .it ' ,. : p41w1pa;...• I c t- 0 , — ,na" fig I j .i a , ( EAR-IG ON - 4e E •...-.il• k t l _I•� �, I -• • •�! E. • I i 8p tr+ 34.+4 r ,,,u.a INDUSTRIAL . ' =S-. ' •" I� . . , Rr+Isw�Wwcl""'I i • or-r.o• GppOY. n 4. �, al b i WV"o,:.. - !. i g CI' • { ' ,,�,.�� ar 4.'1, • e 1 I. i • s M pIBmoo ► ' IRO a5j p�,'l'"1 ' •"11� O1• '.'IV N.I T( 1 ...I • I'll ✓ ... f SW. "Ni , , ."i •At fl _ ��. ... T 1•. "~ q• .I ( �� 't fd Al V • . ._,. - •.. A... Is-. ,.5.• RENTON'4:. • -•,r• ,T,F ��j,,..:,li:•a°�..._ 1.M.1� .�y.��i..O t-1� )i!e•,.e!:d /�=-�•ji 4- .1 • �q , ;,II:I�•? r r,,.':i` ' • ���G�iri q IId4Dp"t ,;' '2 ors -�,,,�'.�4 o_a Ir_Q_.�'R�e.l o f :i.r {, I „I.e I ...04 ‘ijt�' . tJ t .I,. .• sou F.!.n I. _ _ • (:_ `•" .I.,Ll . -I JC�rh2, .:. .. .m4N 1••.,T._, d Y_.- �•i:rw.n:• CRAPIIIC S-AIE .0 L 1•.•.• -.-. •. 1 1•a 1 C 11 O 1I•, 1 n 1.• 1 eA e i ja a :-• .-..I...,,,...w''r •` ,,...4.1 -ram -. '36%1 a' . ;A*•6'4+-. ...' '. r'''.'•;.': ■ : _ . Ill . • i ..Washington jand l . • e"r'>t rLz• • ... ir.; C ..1•■ .■_ / Mannin &Engineering ' �• Q. 4'1-"'�� - : 4 , 1• . _ ' 1 f 1- • % ;i `— /� ..IO70oA1■Mn'MasN.iANIA . "� , .;..a,O Ix a 1 ;�l = •a WI ... R- ON>s; 0 a � • pal,a,•a/o /A10 mamma "16114 '. 8-e-r. ''1- .4.. 'jL.-••• .....--'' . ' ST 414 ..".b' OE PA N_ati'i''..-g .1 • • '•f"dit•y jC: i h,-. .. - ..1' ,. _ ,-. .:1 ;1.,•,:; 2:S;ri y-" .,r;,t,','„:.- ;,: .sg • ,.y r r.� • . i! ^1 141 iIliiiiiii ,i Ili l l 1 ! 1111 111 1111 11111. • IltFt itlltlllli'tiliLilitlltil FlfF,1(I lilf,titll[[I LIIiLI !! 11 f 1 f t i i 1 1 f I f f f cot .��N T O iro� ,.•, I •-• at� . Do ..:0,: �c ! �^ c.) �/ �.,nriC Division 0 " HAY 1 4'9 6 ,nifm Av A, -•4 2 7 4 '" 200 Nrii /� _ (( t ,<: I /ii/4n�v South it NDt':1 ;;., t Renton, Washington 98055 °• " 3 A 7154076 1s.POSTAGE afif 'rwarrpin tiN o instafficiant qa/sr FxP. VQ Tampor cfre ' Caf t aril'4w$Y ss Ate STMENT SYSTEMS 0 f O fall F? Knot, ;4 C &Boxl 815 Dace S'e A�Mbe�fe n. v�soe •n 106zstc n, ed ,y dalaw 1 W 8439 /nit ed `_R _— C: -' till i to r 96,17 NUS bi �# * ---- `' `C tact b :' Or* 63 — . - - - - I '- v illl< 1111111t1111111111iI1,I,IIIII,It,Il11n111.1.1.1I,I GUM-.err-..1.4 r[civ i ul l uGv av�.a,r1_nn -r . . ar— ... .. _ r, , 'M� ty�' • A l'Y * 4. :l .r �s: I •: °o >•� r a sLL � ► � � „ ` Warm. M `�1 ' ix N c p.E:.. �.k. - 71::ti :,,�' .e,i, : •1 yyip.� .q : 0.,. � ' s ry�• '.,' .j } . . 7, .. •, �v"e^34 $r• r7 Fb dFS?x:t ? v l . ' � ti ; . . y p i . � ç ., •� Yy x ;:iit affq . f ; a � • Q .° ' ' PROJECT NAME: _ *, " - .. , APPUCATION NO; %- OGO .L. f.- The following is a list of property owners within 300 feet of the subject site. The Development Services Division will notify these individuals of the proposed development. NAME ADDRESS ASSESSOR'S PARCEL NUMBER oNINj b** (Attach additional sheets, if necessary) 206-277-4455 RENTON DEU SUCS/PLAN 177 P03 APR 25 '96 16:37 (Continued) NAME ADDRESS ASSESSOR'S PARCEL NUMBER • Applicant Certification I, _all ,, hereby certify that the above list(s) of adjacent property e=s'a.R ) ti •� • owners ar<.1 eir addresses were obtained from: ';_��'�. �'a 0 City of Renton Technical Services Records :•, ' :�, rs •a� � �k Title Company Records = '.►,� _ ' \ /�����.t` King County Assessors Records ,� ' * `• . .: t- pate 5J N �� '•`• ��•ti Signed__ I 'f. 4�,; tip (Applicant) • > , NOTARY ATTESTS<): Subscribed and sworn before me, • a Notary Public, in and for the State of Washington, residing at lib 9/— , /?a7t i .r.Se _on the/(� day of 7 �� . 19 Signe • d_. 1 •LP.- '-.* ' Ci � y (Notary Public) 6 CD'',;29 67 7'nr 'C w. �.::: 1C ,..rrv::.:':i; +; 7'S<`r"x':rr<, •rr..,,< fir.% tom.,: 1 ¢ ei>'^#• ixf..>. �j rrxw!. .,;' r rr R yT'i2 i.A. •:M i. �' '':Y•,'9_t+, f r*+R .r.o• h' ���! ,� .t 4, x;•i: 'r''a` ,.$'>�.:•�j�+i r':= s .e9iio,. a.�'� 'fir',' .�{�•rR,ppntQ�'IJ$Qr i,;•?} ,xJ{• .�"+.r. ki:F'' %:<,v: YiY.t:' 'i a0'x v 'x:• •>•W, °�'4xf? rr ".F, - "� T .,:.••r>:3'Pk},ir'!,Ye''•')Y, . ry,(� ;6 4 ;ri.{:i; 5.�:. .,:Sg. .ea. r. r ?;.. .:• �' :�:•ri.;,e✓ 'f1:r:£li$e'r,;t•,n i, s��'>'`i s: ?;'rt. r.. 3:4 ,� : Ii.,::G6; :<.: ,i+:e:)f .eicn>'{��.t!,r./1. 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Sale Date : 08/18/93 Mail :545 E JOHN CARPENTER FWY #1400 IRVING TX 750621e Price: Use :161 RES,HOTEL,MOTEL, 1 TO 50 UNITS Asd.V: $7, 169, 000 YB: 1965 Q:NE 5:19 T:23N R:05E Lgl:BLK 13 & HILLMANS EARLINGTON Bedrm: Bth F3H: / / Stories : 6 BldgSF:53, 792 Ac:5 . 15 Ph: * 2 * : MetroScan/King: * ( Owner:SNYDER RICHARD & JEANNE Parcel # :334040 2440 09 Site :51 S GRADY WAY RENTON 98055 Sale Date : 10/18/94 Mail :750 RAINIER AVE S RENTON WA 98055 Sale Price: $184, 056 FULL Use :921 VACANT,COMMERCIAL,LESS THAN 1 ACRE Asd.V: $83, 800 YB: Q:NW S:19 T:23N R:05E Lgl :BLK 16 LOT 2-3-4-5-6-7 HILLMANS Bedrm: Bth F3H: / / Stories: BldgSF: Ac: .34 Ph: * 3 * : MetroScan/King :. * Owner:STALEY C Parcel # :334040 2475 07 Site :114 'SW 12TH ST RENTON 98055 Sale Date : ) Mail :PO BOX 3407 FEDERAL WAY WA 98063 Sale Price: Use :101 RES,SINGLE FAMILY RESIDENCE Asd.V: $83, 500 YB:1962 Q:NW S:19 T:23N R: 05E Lgl:BLK 16 LOT 10-11 HILLMANS Bedrm:3 Bth F3H:2/ / Stories:1 BldgSF:2, 300 Ac: .13 Ph: * 4 * : MetroScan/King : * Owner:STALEY CAREN A Parcel # :334040 2485 05 Site :122 SW 12TH ST RENTON 98055 Sale Date Mail :PO BOX 3407 FEDERAL WAY WA 98063 Sale Price:. Use :102 RES,DUPLEX Asd.V: $120, 100 YB: 1959 Q:NW S:19 T:23N R: 05E Lgl :BLK 16 LOT 12-13-14 HILLMANS Bedrm: 6 Bth F3H:2/ / Stories:2 BldgSF:2, 820 Ac: .20 Ph: * 5 * : MetroScan/King : * Owner:BALLESTRASSE ARTHUR & EDITH Parcel # :334040 2510 04 Site :125 SW GRADY WAY RENTON 98055 Sale Date : 07/26/94 Mail :201 SW 12TH ST RENTON WA 98055 Sale Price Use :921 VACANT, COMMERCIAL,LESS THAN 1 ACRE Asd.V: $48, 100 YB: Q:NW S:19 T:23N R: 05E Lgl:BLK 16 LOT 15-16-17 HILLMANS Bedrm: Bth F3H: / / Stories: BldgSF: Ac: .20 Ph:206-255-8540 * 6 * : MetroScan/King : * Owner:BALLESTRASSE ARTHUR & EDITH Parcel # :334040 2525 07 Site : *NO SITE ADDRESS* RENTON Sale Date : 07/26/94 Mail :201 SW 12TH ST RENTON WA 98055 Sale Price: Use :901 VACANT,RESIDENTIAL,LESS THAN 1 ACRE Asd.V:$35, 000 YB: Q:NW S:19 T:23N R: 05E Lgl:BLK 16 LOT 18 HILLMANS EARLINGTON Bedrm: Bth F3H: / / Stories: BldgSF: Ac: . 06 Ph:206-255-8540 * 7 * : MetroScan/King : * Owner:BALLESTRASSE ROY Parcel # :334040 254503 Site :260 SW 12TH ST RENTON 98055 Sale Date : Mail :4440 PRESTON FALL CITY RD SE FALL CITY WA 98024e Price: Use :101 RES,SINGLE FAMILY RESIDENCE Asd.V: $74, 000 YB: 1950 Q:NW S:19 T:23N R:05E Lgl:BLK 16 LOT 22-23 HILLMANS Bedrm:2 Bth F3H: 1/ / Stories: 1 BldgSF: 1, 040 Ac: . 13 Ph: The Information Provided Is Deemed Reliable, But Is Not Guaranteed. * 8 * MetroScan/King : * Owner:C/C INVESTMENT SYSTEMS INC Parcel # :334040 2570 01 Site :1100 MAPLE AVE SW RENTON 98055 Sale Date : 12/04/95 Mail :PO BOX 3815 TACOMA WA 98439 Sale Price: $300, 000 FULL Use :261 OFF, 1-3 'STORY,LESS THAN 5K SQFT Asd.V: $264, 000 YB: 1983 Q:NW S:19 T:23N R: 05E Lgl :BLK 16 LOT 27-28 HILLMANS Bedrm: Bth F3H: / / Stories:2 B1dgSF:2, 900 Ac: .14 Ph: * 9 * : MetroScan/King : * Owner:SHERIDAN PROPERTIES L L C Parcel # :334040 4395 00 'I Site :301 SW GRADY WAY RENTON 98055 Sale Date : 07/28/95 Mail :PO BOX 935 RENTON WA 98057 Sale Price: $625, 000 FULL Use :262 OFF, 1-3 STORY, 5K TO 15K SQFT Asd.V: $1, 830, 500 YB: 1981 Q:NW S:19 T:23N R: 05E Lgl :BLK 27 LOT 1 THRU 9 HILLMANS Bedrm: Bth F3H: / / Stories:2 BldgSF:3 , 812 Ac: . 60 Ph: * 10 * : MetroScan/King : * 6 wner:SHERIDAN PROPERTIES LLC Parcel # : 334040 4440 05 ite : 1100 LIND AVE SW RENTON 98055 Sale Date : 06/27/95 Mail :PO BOX 935 RENTON WA 98057 Sale Price: $134, 000 FULL Use :931 VACANT, INDUSTRIAL,LESS THAN 1 ACRE Asd.V: YB: Q:NW S:19 T:23N R: 05E Lgl :BLK 27 LOT 10 THRU 13 HILLMANS Bedrm: Bth F3H: / / Stories: BldgSF: Ac: .23 Ph: The Information Provided Is Deemed Reliable, But Is Not Guaranteed. • *t* METROSCAN LABELS *** Date: 05/08/96 ! ' Report: Laser 3 Across Labels Sort: Parcel Number Count: 16 •1 " Renton Lic Greenwell RA MAC INC ; ! PO Box 2399 ' . Gladys Pierotti PO Box 653 Kailua Kona, HI 17034 SE 184th St Renton, WA 98057-0653 96745-2399 Renton, WA 98058-9512 is Family Llc Bonnell SOUND FORD INC Donn Sharp 9631 SE 7th St 750 Rainier Ave S 900 Lind Ave SW Bellevue, WA 98004-6530 Renton, WA 98055-3203 Renton, WA 98055-2301 AETNA LIFE INSURANCE COM , BONNELL FAMILY PARTNERSH ALEXANDER BROADCASTING C 242 Trumbull St ' 9631 SE 7th St il ,700 112th Ave NE Hartford, CT 06103-1212 Bellevue, WA 98004-6530 ; ' ;Bellevue, WA 98004-5106 Family Hill EMERY DISTRIBUTION INC PO Box 700 AETNA LIFE INSURANCE COM 846 Lind Ave SW Mercer Island, WA , 242 Trumbull St Renton, WA 98055-2303 1 98040-0700 Hartford, CT 06103-1212 Renton Lic Greenwell Renton Llc Greenwell Family Llc Bonnell ; , PO Box 2399 PO Box 2399 9631 SE 7th St Kailua Kona, HI Kailua Kona, HI Bellevue, WA 98004-6530 96745-2399 96745-2399 Renton Llc Greenwell PO Box 2399 Kailua Kona, HI 96745-2399 Records Processed = 16 Dups screened = 0 CRs Screened = 0 Bad addressess = 0. Labels produced = 16 *"* METROSCAN LABELS *** Date: 05/08/96 Report: Laser 3 Across Labels Sort: Parcel Number Count: 10 Ii RENTON JOINT VENTURE ,' 1 C Staley 545 E John Carpenter Fwy Richard & Jeanne Snyder PO Box 3407 #1400 i1750 Rainier Ave S i Federal Way, WA Irving, TX 75062-3933 HRenton, WA 98055-3203 98063-3407 Caren Staley ( Arthur Ballestrasse • : Arthur Ballestrasse PO Box 3407 Edith Ballestrasse Edith Ballestrasse Federal Way, WA 201 SW 12th St 201 SW 12th St 98063-3407 ' Renton, WA 98055-3156 Renton, WA 98055-3156 Roy Ballestrasse 4440 Preston Fall City C & C INVESTMENT SYSTEMS HSHERIDAN PROPERTIES L L Rd SE APO Box 3 815 ; j PO Box 935 Fall City, WATacoma, WA 98439 'Renton, WA 98057-0935 98024-5707 1 SHERIDAN PROPERTIES LLC PO Box 935 Renton, WA 98057-0935 Records Processed = 10 Dups screened = 0 CRs Screened = 0 ' Bad addressess = 0 Labels produced = 10 • __ _ . . . . PE• . NoncE . . NDING APPLICATION ' • PROJECT NAME/NUMBER: HONDA STORAGE PARKING LOT/LUA•9O-050,SA,ECF. DESCRIPTION: The applicant proposes to expand end Improve an existing parking lot which has been - used,and is proposed to continue being used,as inventory storage parking for an adjacent auto dealership, The proposal includes regrading,paving,additional landscaping,and storm drainage Improvements. GENERAL LOCATION: 743 Rainier Avenue South PUBLIC APPROVALS: Building Permit _Preliminary Plat Short Plat _Conditional Use Permit _Rezone XXXX Site Plan Approval XXXX Environmental Review -Shoreline Conditional Use _Other Permit _Fill&Grade Permit _Shoreline Substantial _Other Development Permit The application can be reviewed in the Development Services Division located on the third floor of Renton City Hall. Comments will be accepted any time prior to Public Hearings,during Public Hearings,or prior to an administrative site plan approval.Comments for Substantial Shoreline Permits must be received within thirty(30)days from the last dale of • applicant's'Notice of Application'publication In the Valley Daily News. For further Information on the application,or If you wish to be made a PARTY OF RECORD and receive additional notifications of the City's environmental determinations,appeal periods and/or the public hearing date(s)for this project,please contact the Development • Services Division at 235-2550. • lj � __.f^ _ri _�� ���,,� j a � O .� .1.yil f r gg �I,e'I `I 1 ICI 1. illl r ti' 777- 01- 'ill:s '('', u , i ti.. ,� 1•F~+._ 1..-. rt. 1' II, rl • a ...--r..q.I i.,ra,l I tti.','.'.t :. I INDUSTRIAL •'�•I.�.1 . 1__I:�� M ,-- _ I .* ' 1110"W;. . ... i JJ ,cy� i ..o Sr� a �tn.....L.� ..,,!ill d•h` Iln )/�IITvS ,'3+„ .lR; r.Fr 1�'v 9i:•:• • r�;.��Q V I N, 'nu yni4Rill - __ .........,......„,„:„: : t` ni nirilir ',_'4 ' �"11421 fdF_ 0"4(ul O/N4:10Y(�©�(.-• •_'-��=` -= STu GE PAHK161 ' IPLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION.ti::%.'I CERTIFICATION 1„ 9-1/1dJA JGLCJ(So'Yt , hereby certify that 3 copies of the above document were posted-by me in 3 conspicuous places on or nearby the described property on Signed: �GI.1/IcL-9_ Jaa(-/)eY)1 STATE OF WASHINGTON ) SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that S -io y ,4-0. .. 1 M '.,. signed this instrument and acknowledged it to be his/her/their free and voluntary.ectni t,•••trie.buse..� n `�, •9 1 . and purposes mentionedG� in the instrumen . : c e.y 011 far Dated: /��i /to - • a -"yvlo�> `' Notary P c in and the State of VV8st�ing. rA r �, �.`%? Notary (Print) v/ G •• /,D_ - 1-, My appointment expires: NOTARY,DOC , _,_ • .., , LI_ N 0 IT ticE . PENDING APPLICATION ' • PROJECT NAME/NUMBER: HONDA STORAGE PARKING LOT/LUA-96-060,SA,ECF- ' DESCRIPTION: The applicant proposes to expand and improve an existing parking lot which has been used, and is proposed to continue being used, as inventory storage parking for an adjacent auto dealership. The proposal includes regrading,paving,additional landscaping,and storm drainage Improvements. GENERAL LOCATION: 743 Rainier Avenue South PUBLIC APPROVALS: Building Permit Preliminary Plat Short Plat Conditional Use Permit Rezone XXXX Site Plan Approval XXXX Environmental Review Shoreline Conditional Use Other • Permit Fill&Grade Permit Shoreline Substantial Other - Development Permit The application can be reviewed in the Development Services Division located on the third floor of Renton City Hall. Comments will be accepted any time prior to Public Hearings, during Public Hearings, or prior to an administrative site plan approval. Comments for Substantial Shoreline Permits must be received within thirty(30)days from the last date of applicant's"Notice of Application"publication in the Valley Daily News. For further information on the application, or if you. wish to be made a PARTY OF RECORD and receive additional notifications of the City's environmental determinations, appeal periods and/or the public hearing date(s) for this project, please contact the Development Services Division at 235-2550. `c A t'Z is E II' _ `_� r . ....� nit``a'/• *I .,s , ` • l' t I fLdti ,,,• . +• 14L . _ • ` .... :':::::: .�,:••'n.JJ. I1 i4 5 J I w ' 1"—�'"'4 Ir 14tF•r._._Ill-tlQrm•-•_•—•rr...._�1S_•—•_.—./! `ll••..._r..l, 1 1 .. r z N '..}w FI' d .1 r... h I• 1.. — —f—� , r1 f•, .01, 0 'f .. • tt y i � El � I Wtrn III.f� k 4•.,y ..� �� "1 - o° v ¢ 11 F' V Mla.wv I IL" S. I I I .• +1— :_ : d a g ., -.-2.--�,'I, I P-714....MH I c , , —.,.J.r ,n : i t a- ' ' 1 z ti y DN 'ma\ I { ,1,!I' P MI t` I s �in••• I.,♦�•, �1� *�a I ; a �' (' EAR_ WG {_� I++..+ I{+ • •. a rcl l.) pN.-r-1r I 1.'.:? A. , .I. i g INDUSTRIAL =:ia A.wriwly r111:1 .., ,,.,.... Goo ' 'v J tL z PARK 1 NO.I ..tom L le •• ...y,�� P. 1 .m..v+° ' �.. ..... ..... �' S..e may; •.r. ' ' ' / ,1' .I.r iiii R t z ". I �.`� .. ;7. I I 4 I - , `th t.: , • r- , •�� - t '1J i i t, 1 • ', to ,ors {p . i ,.• ai1glilli �-.`3 o i .....,• • 1 t I.::N.-...y i,r, li; • .v.� r l ae �="- _ ..Y� ; • y1. ..,fir�...r' •.mi•,'.q'J rr p •.iChM1ra• sr• *0 Jul A ----.-r...r,, - 4.:w., Difu aiV2:;?....i.t ti•••!:•:y.----. (.__::....., ...„ .0 . ,,, 1•• ror t 9" ,� rr• omit Un.7U rIPIP J,J +i 1 �7 �,��{� 1� �11IIIN) t ,�r":, �1.y frj'1'�IIS/u R.n111Sou1h 'n.;,,.. .... • • , '..�� • -t .d 'I� l AN 1 -- -. ,__::.,_,:._._ GRAPHIC ;m�'�I{ �rG"',:I'L J. ma.." `try -'` •'11M.. — cR_rR SCALE =Bw, e00 � �, ..?'. �~..�..Srl,_i:...'`\` 1 I. IrlT l.n l.reh an�� - — i.wi ,1}rot,—k'3A J•"+. ' . ,. w'+ -•0".:,A;�s d"a','' -'' 4.f� r r • - �a it'\ AW ingh21 O&M G9 • 'i' n 4..?'. a r.i- f Manning&Fnglneerin1 �.F b `l.-.., .. 'i' ►i , MII i "''. �..... ' ', b �.'' /1 101.1AIArds .NIJO lau �. r��y �IT A�1,�.1r r•. Fr ,-� s I' 4 P..'l!�'-1� .••1 ..t r 1 , •rtn.i_�,.. ..-_}�,..1;1�.rr.��}f.A,•{.OI\i.A•Y JaFf110 MO ai mu la... ..I i.t`V it• ill 1� i• • .. •I W1': t'.. ' •-'^" .�..�,. t�t{rEl—t\]-t'♦ '..• IVIr �' r . sw_..��__16rH=_�:SP.•_ j-- - .GEC PA��cIL�IE� PLEASE INCLUDE THE PROJECT'`.NUMBER>WHEN;C AL.LING FOR<.PROPER FIL ::IDENTIFICATION »'_::: ::: c: ...y. , CITY )F RENTON "LL } �, Planning/Building/Public Works Department Jesse Tanner,Mayor` Gregg Zimmerman P.E.,Administrator • • May 13, 1996 • Mr. Frank Bonnell Bonnell Family Partnership 9631 SE Seventh Bellevue, WA 98004 SUBJECT: Honda Storage Parking Lot • Project No. LUA-96-060,SA,ECF . • Dear Mr. Bonnell: The Development Planning Section of the City of Renton has determined that the . subject application is complete according to submittal requirements and, therefore, is accepted for review. • It is tentatively scheduled for consideration by the Environmental Review Committee (ERC) on June 4, 1996. The ERC meeting is not open to the public. Prior to that review, you will be notified 'if any additional information is required to continue processing your application for environmental review. Please contact me, at 235-2719, if you have any questions. • Sincerely, 0 t Peter Rosen Project Manager ACCPTLTR.DOC 200 Mill Avenue South- Renton, Washington 98055 0 This paper contains 50%recycled material,25%post consumer PPR 25 96 r,.3:5 F'Id NA LAND DI'` 11 P. • CITY of RENTON •• DEVELOPMENT SERVICES DIVISION • MASTER APPLICATION, : n• n sir•.°':..f4 s • .t • :�, . . PROJFCI INFORMATION .(cant' ) �►Jots: If the t's Is mare then one'la9el oyyno�;,'plosse attach an addEtiona) notarited'Ma9ter"Application For.ei3Ch'ownsr: EXISTING LAND USES); Storage Parking NAME: Borinell Family Partnership • ADDRESS: PROPOSED LAND USES: S orage Parking 9631 Southeast 7th CITY: Bellevue ZIP: 98004 EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: Employment Area-Commercial I TELEPHONE NUMBER: ( 206) 454-2982 PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION: n''CONTACT<;PERSON/APPLICANTS• Employment Area- Commercial ME: Frank Bonne l l EXISTING ZONING: I _ • Commercial Arterial ADDRESS: Same as above PROPOSED•ZONING: Commercial Arterial CITY: ZIP; SITE AREA (SQ. FT. OR ACREAGE): • TELEPHONE NUMBER: Same as above 1 06,005 'SF ' PROJECT INFORMATION PROJECT VALUE: PROJECT OR DEVELOPMENT NAME: $1 4 5,0 00 (Approx. ) Honda Storage Parking IS THE SITE LOCATED IN THE AQUIFER PROTECTION AREA? PROPERTY/PROJECT ADDRESS($)/LOCATION: 743 Rainier Avenue South No. IS THE SITE LOCATED IN ANY OTHER TYPE OF ENVIRONMENTALLY SENSITIVE AREA? KING COUNTY ASSESSOR'S ACCOUNT NUMBERIS,S.EC !VED No. • • a,.. P��!�^e F,,i 1 0 1996 - DEVELOPMEI�ITP � . - Ci•1'Y OF RENTON APR 75 ?r 03:5 FM HA LAND SIGN P. LEGAL DESCRIPTION OF PROPERTY (Attach separate sheet if necessary) See Exhibit TA' (( • •• .• ''`. 'TYPE 'OF APPLICATION,:.&•FEES;:, :'.'.:':: :, Check'eli :application types that apply—City staff Win determirie-;,fe.es. • ' . ' I— ANNEXATION $ SUBDIVISION: ' COMP. PLAN AMENDMENT $ • _ REZONE S _ LOT LINE ADJUSTMENT $ 1 SPECIAL PERMIT $ SHORT PLAT • $ TEMPORARY PERMIT $ _ TENTATIVE PLAT $ • CONDITIONAL USE PERMIT $ _ PRELIMINARY PLAT $ SITE PLAN APPROVAL $ FINAL PLAT $ ' GRADE & FILL PERMIT $ (NO. CU. YDS: ) PLANNED UNIT DEVELOPMENT: $ VARIANCE $ (FROM SECTION: ) PRELIMINARY _ WAIVER $ FINAL _ WETLANDPERMIT $ ROUTINE VEGETATION MOBILE HOME PARKS: $ . MANAGEMENT PERMIT $ BINDING SITE PLAN. $_ SHORELINE REVIEWS: SUBSTANTIAL DEVELOPMENT $ CONDITIONAL USE $ mom/ VARIANCE $ • - - -_—•�----.---- _ EXEMPTION SNo Chsroe �, ENVIRONMENTAL REVIEW 5 _ REVISION $ AFFIDAVIT OF OWNERSHIP ' • I, (Print Name)'!fi..e.,'+.1�,� e,.t bielalthat I am (please check one)ytI:,e owner of tho property involved in this application,`the authorized representative to sot for the property owner (please attach proof of authorization(, and that the foregoing statements and answers herein contained end the information herewith submitted ere in ail respects true and correct to the best of my knowledge end belief, �j ArIES7: Subecrib d and swan to be,fara iriei`i,Notsr• Public, in and t"r ✓1i c - f1Yt 1�� for a State at .f,.LJG, orresitiint"i 1 (Name of Owner/Representative) l c ,).�.wv�.���J , on th_02 J-d!y of_ _ _ , L. (Signature of Owner/Representative) �' 7 (SiQne a of Notary Pu lc) '',,�f ;,' • 'c!nts section to becompleted >`; r ::«:1::;• ;,>, `� • by,CttY Stiff,l'•. �}' �����"`�`�`#� ;:;: ''� >1i�. .:>.'. ` : .' ;:%• yr '};I:.. .m b•••, it Nu F• ',. �EC . SA� �R ty, !� ';L PUO. +ti'• cf '•:ii h7 „O ,.1. • V3I .E' rr TOTALT E'pi• . REVISED ?I95 EXHIBIT "A" PROPOSED PARCEL C DESCRIPTION THAT PORTION OF GOVERNMENT LOT 1, SECTION 19, TOWNSHIP 23 NORTH,• RANGE 5 EAST, W.M. , IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID SUBDIVISION, THENCE SOUTH 01°23 ' 12" WEST 873.45 FEET ALONG THE EAST LINE THEREOF TO THE NORTHWESTERLY LINE OF THE EOBNER NORTHERN PACIFIC RAILROAD RIGHT- OF-WAY; THENCE SOUTH 77°27 '29" WEST 51. 51 FEET ALONG SAID NORTHWESTERLY LINE TO THE WEST MARGIN OF RAINIER AVENUE SOUTH; THENCE CONTINUING SOUTH 77°27 ' 29" WEST 89 . 66 FEET; THENCE NORTH 01°23 ' 12" EAST 61. 00 FEET; THENCE NORTH 88°36 ' 48" WEST 50. 00 FEET; THENCE NORTH 01°23 ' 12" EAST 99 . 21 FEET; THENCE NORTH 88°36 ' 08" WEST 239. 73 FEET; THENCE SOUTH 00°56 ' 37" WEST 105. 27 FEET; THENCE NORTH 89°05 ' 57" WEST 7 . 82 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 88°58 ' 31" WEST 519. 05 FEET; THENCE NORTH 88°58 ' 44" WEST 47 . 30 FEET TO THE EAST LINE OF THAT TRACT DESCRIBED IN DEED TO HUGH S. FERGUSON AND JANE A. FERGUSON RECORDED UNDER KING COUNTY RECORDING NO. 7212110331; THENCE SOUTH 01°14 ' 37" WEST 94.72 FEET ALONG LAST SAID EAST LINE TO THE SOUTHEAST CORNER OF SAID FERGUSON TRACT AND THE NORTH LINE OF THAT TRACT DESCRIBED IN DEED TO MELRIDGE, INC. , RECORDED UNDER KING COUNTY RECORDING NO. 7607220424 ; THENCE SOUTH 89°10'29" EAST 32.26 FEET ALONG SAID NORTH LINE TO THE NORTHEAST CORNER OF SAID MELRIDGE TRACT; THENCE SOUTH 01°14 ' 37" WEST 162.82 FEET ALONG THE EAST LINE OF SAID MELRIDGE TRACT TO SAID NORTHWESTERLY LINE; THENCE NORTH 77°27 ' 29" EAST 549 . 92 FEET ALONG SAID NORTHWESTERLY LINE TO A POINT WHICH BEARS SOUTH 01°14 ' 51" WEST FROM THE TRUE POINT OF BEGINNING; THENCE NORTH 01°14 ' 51" EAST 128 . 43 FEET TO THE TRUE POINT OF BEGINNING. SITUATE IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. • HONDA STORAGE PARKING SEPA CHECKLIST AND SUPPLEMENTAL MATERIALS Washington Land Design Planning & Engineering 10700 Meridian Avenue North, Suite 503 Seattle, Washington 98133 (206)365-9510 FAX:(206)365-0225 �{ �� Kt 1 0 N96 DEVELOti� : _ CITY OF REIVTOht�I�G Prepared May 2, 1996 Maps 1 _ . • , , , , J i J J 900 405 It m ,�P�°�s. ' 16 7 515 NO SCALE V C V AP \ . W. 1 //1 SEC . .19 , T. 23 \ . , 5 E . , W. V . . . , . . . • ch " \Al. \\ ;II .. -,.- -0u.,r f.A. ...morM. •411;:V:11,1 I I i ral.' ---"----\-''':"; • •,,t''‘‘,7. '-"b •T: .' 'AV.'1.Ei-c„,figgiq 4.fl-";- - ----. % -.. tn,.••V"<"fi,.. \;....,‘,,....,.g.,,,A;..2Ycra.%V.._..----'..7r+,..t4i.-i-,fct7,,X7'..„....„1:-/-, s - A.I mizb I Am.qrsfit i. • •,?,,„,-.,yl.•iifti t...' 1,4"11164(ilm.lt, •'Ny'...4'1 r.14 ' uotno losurou•• 1:.," I' L s'10:::::,*•'......•\';‘,.<,):\un...• •'. Vi., or\?....'-'..0.n V g;FAT:: ,, ‘,.... c.1 0,5.HT 1... s -:. '... '4. f [• ... ,-.341 C . 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' •-'---/--.1.-- ... . a!!::-; .- ...,•L......1,....etniiii ..iir.It g t r.; , ill 51 _ 004„, _....,,,,ano,!....:, . 7:.. :.. ‘. .....,....,.......„...... . .. . .. .. . :.I'....... `g • j, •8,ig, ‘3 r • " yi . •%.I.rt I, .• 1,6 " GRAPHIC SCALE 1 PC-4 ,- 7 - aim ••••:. .„Nit!. ,-r 1 .. ""IIIIIIMP, Tn0S. lii .::: ' rtil -......... • -.1'„tHII50""f'Ir! --.* • .''''''''''''-':"'"-- ... . .... - ' !'"'"' ' ... -'.. ----...„ Ifilerchorj•i • Inlerchynige . SHEET NO. .. -"',""I-•••,,F;:.IT; atI .....---Trrnr.1:15"... 1 !-•1 .z, ••,,,, ..)...N.. ..,..._ ,/ d, Washington land Design CITY OF RENTON • Hwy ' 4135,-,--,-,,,,-------------- .. :.!!_::•-,1,...E.__.,,,, n---- ,-k..„_,,r..... '.--12.-___:,..-77÷(5,--5, •,,.-Lr-",124-, '\. _//1. , .....______... /e Planning&Engineering DEPARTJENT Cr ruBuc .Crom I0700/44nitimAnrxraN.3.116.50.1 Ist--f-. .. 1 i •• t- •.:x... ----V 1.. '.---- 1 ., g ,,.1p.15,JS a , • • ......°''''..-i-.=-...• '-'-'1..11:..ru i. • --; -1/...r....,N..,, 1.--.V. --I; r • 4 Seat*WA 96133 NEIGHBORHOOD MAP •• 1.T..,,r Iin . IC-A.-. .1-:_,__M '-;••-•...1.1 a-s-i• ut, , •,•.. _ TON1H0 ID -:.4#,..7% aos;365.9310 OM aoo.36S022.5 • z,V•P-- I 9 ; :0‘'-'3 %---40i t-i..F•Sr2;;• '4' . .....i.k.... .". •.-:'-- i.,. * ' 3. -.-‘...- •: ...' . - .---61- 1 . :, ,, ,. i- 1:144..._11.1:: .0--::,: •• mi,.., •....„. ...,.. - .........• ows _... 4/15/96 rum.. Ti .1'teltial .1,4 Pi .3 1113 1 I--..-!-P..• I-7 -1.-• --- A 'hi at ii thMl...gt t. ..• i.' r '' li . ' • U.b23 •.__) ,_..... _....ST--ST 0 ' .. GERA .. N: \,q/- Mow NC .„ Do sum rage? ......, ..... . • i -r- - •'•:.. '. Jarrow . .7 'ern OM orrrntat ..„......,... ooze On ----"- S W. : --:.-::.--,._.,....----•.-I6TH-------.- . • .. . .. .. .-.. ., Narratives `/'J • ‘Ji ., d Bonnell Property Honda Storage Parking Proposed Development: The proposed project is the upgrade of an existing parking lot to current development standards. This parking area has been and is proposed to be inventory storage parking for the adjacent auto dealership. The existing pavement (approximately 59,400 SF), will be replaced as part of this redevelopment. This proposal includes modification and improvements to the existing parking lot, landscaping and storm drainage infrastructure. Project Location: The project is located south of SW 7th Street, west of Hardie Avenue and north of, but not abutting, Grady Way South. The project is immediately north of the existing Renton Honda building. Site Area: The project area includes approximately 106,000 square feet. Existing development adjacent to the project is not included in the project site area calculation. Building Data: No buildings are proposed for this project. Zoning: Commercial —Arterial. Comprehensive Plan Designation: Employment Area-Commercial Site Access: The proposed project access will be provided via the adjacent Renton Honda auto dealership. The auto dealership is served by existing driveways on Grady Way and via a private extension of Maple Avenue. The redeveloped parking lot would be accessed via a new ramp onto the Renton Honda property, via the private extension of Maple Avenue (by others) and via a connection to the adjacent Bonnell Retail Development (Wal-Mart). Utilities: Existing water, sanitary sewer, and storm drainage services are in place at the project site. These utilities will be rerouted as necessary to accommodate the proposed redevelopment. Stormwater Management: The project site is approximately 50% covered with impervious areas, such as pavement, sidewalks and existing Maple Avenue. A portion of this existing pavement drains into an existing storm drain through the Wal-Mart site to the north: Maple Avenue is being realigned under a separate permit (C960022). The proposed redevelopment would increase the impervious surface coverage to approximately 85%. The additional'stormwater runoff resulting from this increase in impervious surface would be detained onsite in oversized pipes to approximate the existing peak runoff rates in accordance with City Criteria. The Water quality system for the adjacent Wal-Mart development has been designed to accommodate the storm runoff from this project. • Bonne!! Property Honda Storage Parking - Construction Mitigation Narrative Proposed Schedule: Begin construction in July, 1996 Construction complete November, 1996 Hours of Operation: The construction activities are anticipated to begin at 7:00 a.m. and last until 4:30 p.m. It may be necessary to perform construction work at other hours as necessary to accommodate weather conditions and the project schedule. Proposed Hauling Routes: Construction traffic will utilize S.W. 7th Street for site access. Traffic Control Measures: Construction traffic will not utilize Rainier Avenue, Hardie Avenue or Maple Avenue for site access. Erosion Control Measures: Erosion control measures will be implemented prior to the onset of construction activities. These measures will be designed in accordance with the Best Management Practices described in the Stormwater Management Manual for the Puget Sound Basin, published by the Department of Ecology. The project site will be sprinkled with water as necessary to control dust during earthwork operations. SEPA Checklist • 4110.14) aft V 1110 aggC • amp • 1. L . • ENVIRONMENTAL CHECKLIST City of Renton A. BACKGROUND 1. Name of proposed project, if applicable: Honda Storage Parking Bonne!!Property 2. Name, address and phone number of applicant: Bonne!!Family Partnership L.L.C. 9631 SE 7th Bellevue,WA 98004 (206)454-9252 3. Name, address and phone number of contact person: Derek Sinclair Washington Land Design 10700 Meridian Avenue North,Suite 503 Seattle, Washington 98133 (206)365-9510 4. Date Checklist prepared: April 26, 1996 5. Department requesting checklist: Development Services Division 6. Proposed timing or schedule(including phasing, if applicable): Construction start: July, 1996 Project Completion: November, 1996 7. Do you have any plans for future additions,expansion, or further activity related to or connected with this proposal? If yes,explain. No. ENVIRONMENTAL CHECKLIST - PAGE 1 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. Storm Drainage Report for the adjacent Bonne!!Retail Center incorporates the storm runoff for this project. This report, dated January 29, 1996, was prepared by Washington Land Design. Project site Geotechnical Engineering Evaluation has been prepared by AGRA Earth&Environmental, see attached. Topographic and Boundary Surveys have been prepared by Bush, Roed&Hitchings,see attached. Erosion and sediment control plan is included with this application. 9. 'Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes explain. No. 10. List all governmental approvals or permits that will be needed for your proposal, if known. City of Renton Site Plan Approval City of Renton review and approval site construction permit. 11. Give a brief,complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. The proposed project is the upgrade of an existing parking lot to current development standards. This parking area has been and is proposed to be inventory storage parking for the adjacent auto dealership. The existing pavement(approximately 59,400 SF), will be replaced as part of this redevelopment. This proposal includes modification and improvements to the existing parking lot, landscaping and storm drainage infrastructure. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section,township and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan,vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency,you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. The project site is located south of SW 7th Street and west of Hardie Avenue and north of,but not abutting; Grady Way South. The project is immediately north of the existing Renton Honda building. B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site(underline one): Flat, rolling, hilly,steep slopes, mountainous, other ENVIRONMENTAL CHECKLIST - PAGE 2 b. What is the steepest slope on the site(approximate percent slope?) The steepest slope is approximately 4.5% over limited areas. The average slope across the site is less than 2%. c. What general types of soils are found on the site(for example,clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. The near surface soils on the project site generally consist of loose to medium dense sand and gravel with varying silt content. Please see attached soils report for further clarification. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No • e. Describe the purpose,type and approximate quantities of any filling or grading proposed. Indicate source of fill. Approximately 5,900 cubic yards import fill will be used to raise the proposed parking lot grades. f. Could erosion occur as a result of clearing,construction or use? If so, generally describe? The majority of the project site has been previously paved. Therefore,significant erosion is not anticipated. However, temporary erosion and siltation controls measures will be implemented to minimize short term construction impacts. . g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? Approximately 85%. h. Proposed measures to reduce or control erosion,or other impacts to the earth, if any: See above Item f. ' 2. Air a. What types of emissions to the air would result from the proposal (i.e., dust,automobile, odors, industrial wood smoke)during construction and when the project is completed? If any, generally describe and give approximate quantities if known. Dust and vehicle emissions during construction. Vehicle emissions after construction. b. Are there any off-site sources of emissions or odor that may effect your proposals? If so, generally describe. No. c. Proposed measures to reduce or control emissions or other impacts to air, if any: Site will be sprinkled with water during construction as necessary to control dust. ENVIRONMENTAL CHECKLIST - PAGE 3 3.Water a. Surface. 1. Is there any surface water body on or in the immediate vicinity of the site(including year-around and seasonal streams, saltwater, lakes, ponds,wetlands)? If yes,describe type and provide names. If appropriate,state what stream or river it flows into. No. 2. Will the project require any work over, in, or adjacent to(within 200 feet)the described waters? If yes, please describe and attach available plans. No. 3. Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. N/A 4. Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. No. 5. Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. No. 6. Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No. b. Ground. 1. Will ground water be withdrawn,or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. No. 2. Describe waste material that will be discharged into the ground from septic tanks or other sources, if any(for example: Domestic sewage; industrial,containing the following chemicals; agricultural; etc.). Describe the general size of the system,the number of such systems,the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. No sanitary sewer effluent will be generated by this proposal. c. Water Runoff(including stormwater). ENVIRONMENTAL CHECKLIST - PAGE 4 V ' 1. Describe the source of runoff(including stormwater)and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. • Onsite stormwater runoff from the paved surfaces will be collected and transported via a system of curb,gutter, catch basins and underground storm drainage pipe. This runoff will be detained in underground pipes to provide release rates consistent with the existing site conditions and the requirements of the Renton. Runoff from newly paved areas subject to vehicular traffic will be treated by an offsite biofiltration swale constructed as part of the Bonnell Retail Center(Wal-Mart) development. This onsite runoff will be discharged into the SW 7th Street public storm drainage system. 2. Could waste materials enter ground or surface waters? Is so, generally describe. No d. Proposed measures to reduce or control surface, ground and runoff water impacts, if any: Onsite storm water detention will mitigate any impacts on stormwater runoff quantity. An approved offsite biofiltration swale will provide water quality enhancement of onsite stormwater runoff. 4. Plants a. Check or circle types of vegetation found on the site: deciduous tree: alder, maple,aspen,other evergreen tree: fir,cedar, pine, other shrubs/brush X grass pasture • crop or grain wet soil plants: cattail, buttercup, bulrush, skunk cabbage, other other water plants: water lily,eelgrass, milfoil,other types of vegetation b. What kind and amount of vegetation will be removed or altered? The majority of the project site has been previously paved. The remaining portion of the site will be stripped of existing vegetation as part of the proposed construction. c. List threatened or endangered species known to be on or near the site. None. d. Proposed landscaping, use of native plants,or other measures to preserve or enhance vegetation on the site, if any: • The project site will be landscaped in accordance with City of Renton requirements. This landscaping includes landscaping buffers along realigned Maple Avenue, interior parking lot landscaping and a landscaped area between the storage lot and the retail development to the - immediate north. ENVIRONMENTAL CHECKLIST - PAGE 5 5. Animals a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: birds: hawk, heron,eagle,songbirds, other: mammals: deer, bear,elk, beaver,other: fish: bass, salmon,trout, herring,shellfish,other: b. List any threatened or endangered species known to be on or near the site. None. c. Is the site part of a migration route? If so,explain. No. d. Proposed measures to preserve or enhance wildlife, if any: See item 4.d.above. 6. Energy and Natural Resources i - a. What kinds of energy(electric, natural gas,oil, wood stove,solar)will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Electric power will be utilized to support the proposed site lighting. PP P P b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No, the proposed improvements:are limited to a parking lot. c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: • None. 7. Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill,or hazardous waste,that could occur as a result of this proposal? If so, describe. No. 1. Describe special emergency services that might be required. N/A 2. Proposed measures to reduce or control environmental health hazards, if any: N/A ENVIRONMENTAL CHECKLIST - PAGE 6 b. Noise 1. What types of noise exist in the area which may affect your project(for example: traffic, equipment, operation, other)? Traffic noise from nearby roads,freeways and other businesses should not affect the proposed parking lot redevelopment. 2. What types and level of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. Short term construction noise. 3. Proposed measures to reduce or control noise impacts, if any: Landscaping is proposed in the parking lot and along the project perimeter. This landscaping will be designed in accordance with City of Renton zoning requirements. The proposed landscaping will help to mitigate any impacts of project generated noise. 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? The project site is currently developed as a storage parking lot. The adjacent properties are a mixture of warehouse and commercial uses. b. Has the site been used for agriculture? If so,describe. Prior to the mid-1960's, it appeared that the site was used for agriculture. The existing parking lot was constructed in 1966. Therefore, there has not been any recent agricultural use. c. Describe any structures on the site. Existing parking lot. d. Will any structures be demolished? If so,what? The existing parking lot will be redeveloped to current standards. e. What is the current zoning classification of the site? Commercial Arterial. f. What is the current comprehensive plan designation of the site? Employment Area-Commercial g. If applicable,what is the current shoreline master program designation of the site? N/A ENVIRONMENTAL CHECKLIST - PAGE 7 h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. No. i. Approximately how many people would reside or work in the completed project? N/A j. Approximately how many people would reside or work in the completed area? N/A k. Proposed measures to avoid or reduce displacement impacts, if any: .. None ` I. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any. The proposed development is consistent with the current zoning and the Comprehensive Plan designation. i • 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low- , income housing. None b. Approximately how many units, if any,would be eliminated? Indicate whether high, middle, or low- income housing. None. - c. Proposed measures to reduce or control housing impacts, if any: N/A I . 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas;what is the principal exterior building materials(s) proposed? No buildings are proposed for this project. Proposed light standards are 42'high. b. What views in the immediate vicinity would be altered or obstructed? The view of the existing parking lot would be replaced with the view of a new parking lot. This re- development will include additional landscaping and other amenities not present in the existing retail facility. ENVIRONMENTAL CHECKLIST - PAGE 8 I -' c. Proposed measures to reduce or control aesthetic impacts, if any: The project site will be landscaped in accordance with City of Renton requirements. This landscaping includes planted buffers along frontages and interior parking lot landscaping. 11. Light and Glare a. What type of light or glare will the proposals produce? What time of day would it mainly occur? Parking lot will be illuminated during evening hours. Vehicle headlights will also produce light and glare during evening hours. b. Could light or glare from the finished project be a safety hazard or interfere with views? The parking lot will be designed to provide a safe level of lighting. c. What existing off-site sources of light or glare may affect your proposal? None anticipated. d. Proposed measures to reduce or control light and glare impacts, if any. The project lighting will be designed to provide a safe level of lighting in the parking lot. Light fixtures and pole spacing will be designed to minimize any light,encroachment on adjacent properties. 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? None in immediate vicinity. b. Would the proposed project displace any existing recreational uses? If so, describe. No c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: None 13. Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, national, state or local preservation registers known to be on or next to the site? If so, generally describe. None identified b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. None identified ENVIRONMENTAL CHECKLIST - PAGE 9 c. Proposed measures to reduce or control impacts, if any. None 14. Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. The project site is accessed via the private extension of Maple Avenue from Grady Way through the project site. b. Is site currently served by the public transit? If not,what is the approximate distance to the nearest transit stop? Transit service is presently provided along Rainier Avenue. c. How many parking spaces would the completed project have? How many would the project eliminate? The completed project would provide approximately 278 parking spaces, intended for inventory storage use by the adjacent auto dealership. No customer parking is proposed. d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). No. e. Will the project use(or occur in the immediate vicinity of)water, rail, or air transportation? If so, generally describe. No use is anticipated. f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. No additional vehicular trips will be generated by this project. g. Proposed measures to reduce or control transportation impacts, if any: None. No traffic impacts will be created by this project. 15. Public Services a. Would the project result in an increased need for public services(for example: fire protection, police protection, health care, schools,other)? If so, generally describe. The project will require police protection. However, the number of calls is not predictable. ENVIRONMENTAL CHECKLIST - PAGE 10 b. Proposed measures to reduce or control direct impacts on public services, if any. The project will be adequately illuminated. 16. Utilities a. Underline utilities currently available at the site: electricity, natural gas,water, refuse service, telephone, sanitary sewer, septic system, other. b. Describe the utilities that are proposed for the project,the utilities providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. The project proposal includes the extension of power onto the project site. C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand that the City is relying on them to make its decision. Signature: Date Submitted: ENVIRONMENTAL CHECKLIST - PAGE 11 Site Plans • Cre • • SITE • F_ a;. SITE AREA = 106,005 SF 1 , I3I❑I II III II111 I111I ti r— 1 J l l l l l n l l l l l i l l l l I_ I�---1--- 1''' r4,,n7T-11 „ iiiitiiiii� ~ I INVENTORY STORAGE PARKING — DEuas"EXIST. WAL—MART (BY OTHERS) F- IIII I I I I 1 1 i 1 1 1 1 1 1 278 STALLS r= CURB"aTTEw (PERMIT#I C-960022) 1 1 8.5' x 16' TYPICAL FOR HONDA STORAGE — , I I I I I I I I I I I I I I I I I1-_ � • � j_ LANDSCAPING I ii-_-1 tLI LL - L u,I b68 TOTAL LANDSCAPING AREA = 10,000 SF— — ,�4-1 II \ l I \ • fETC RRIMI E T. (TIPS PROPOSED • I I �A /- \ '�, ASKING ryl t!w _�:.Tam i . LIGHTING - -. 0 51 F - . \\ y 0 7A„(iG.U1.16•�I•I 7Q A r n?0 0 +.sA - • ' ,_ \�\ u� \� ®' sc .y '-- I 1F; 4'TO ase CORNER �q�OSCAPED LA1.$ 1 11 11 •.n' v ISLAND(TIP. R 11 11 ®. m' % 1d �.:-. REFUGE EC 1 11 11 —`•`.::f 1d 71 — "',-- RA1P-W/STAIRS N -� 11 11 pz, . flskl6'<PAAI(Ns •'• , I.'I:% _ 'S' . (;" — 11 11 ' STAR MT.). - �' _- �1 • 4d.5,t • 4, r9g9 ..:. ...- Opp NOTE: PROPOSED PAWN°IS FOR CAR 1 k . .. 1•B1U IaATai�'. N II .t ,.....TOP a EX WAIL H •DEALERSHIP INVENTORY STORAGE ONLY, ----y <? -F: '' - _ EN-(oN NOT FOR CUSTOMER USE / Au— __� -- - Lao-'-..a O� � il '` ��.-•���; tII, 'PROPERTY O UNE PER B.L.A.BY i� 'BUSH,gCED,AND HIICHINOS • y4 . 6 l l I' �� � ,. •77 GRAPHIC SCALE (arm) 1 6el. IL LEGEND • EXISTING PROPOIEO PROPOSED BY 011f0s(PART OF WAL-MART) .va N. CAUTION-NOME TO CONTRACTOR CB -% 1F•� THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT --_p6-- CONTCUR .'6�-- C-1 INC LOCATION AND/OR ELEVATION OF MINI "UTUTES AS SHOWN CN THESE PLANS 6 BASED 55 �'ta;,.:.6``�' ON RECORDS OF THE VA&a5 UTXITY COMPANES r_X-b I: AND,WHERE POSSIBLE.IIEASURETIENTS TAKEN N 1S SSTDI I aam,w,-, I SWEET NO. THE FIELD.THE INFORMATION IS NOT TO BE ROVED ON A5 BONG EXACT CR COMPLETE THE CONTRACTOR s0 PIPE Washington d Design CITY OF REN TON h MUST CALL THE APPROPRIATE AY COMPANY AT Z LET Planning MRS BEFORE ANY EXC EXCAVAIOI TO CURB --- Planning&Engineering Dev.AnXucnr or vueuc WORKS REQUEST EXACT FELD LOCATION OF U1N1E5 IT 10700Meddlan Mane N.,Suite 503 3 STALL BE THE RESPONSBUTY OF THE CONTRACTOR -------- CURB k CUTTER =_= Set*,WA 9E133 SITE PLAN vg TO RELOCATE ALL EXISTING DINES NMI CONFLICT RENTON HONDA , W1N IRE PROPOSED DIPROVOMENTS SWAN OH R051365.9510 FA*ROS)365-0735 ON'O THESE PLANS TYPE AV UCMT 0 0 • DMS am SPAS nX.nc STORAGE PARKING -a•. OJT .� �.— NM RMS. .t u.M1 UR 41.7.14 —,�..-.,.w-. 9RT v, �I o ,F x - I. t'L: i ;' 1 1 1 ,, I I 1" I /I I I 1 1 1 1 1• STORM WA1TR DRAMACF NOTTS 1 I2.ALL CATCH BASIN CRATES 9011 BE GEMMED all FEET N now cam.. p Il I I I I I I I_II IIIII BELOW PAVEMENT ELM_ - - -. STRUCTURE ® I1} \ I-----I.BEFORE ANY CONSIRUCIKN OR DEAELCPUENT ACTINtt �'I �I fP I I I i ��I ���/// I I I I I I I I I OCCURS,A PRE-COUSTRUCTION MEETING LOST BE HELD I10PEN CUT ROAD CROSSNGS THHi01g1 MISTING PEATC i-L ' I -I v N I I I I I I l I I 1 1 I II 1 I 1 I I NM THE OTT a MICR aKLaUE11r SEMMES ON9W, SIONT-a-WAY NIL NOT a ALLOWED MISS SPEOFKHlr r DEMOISII EASE WAL-MART(BY OTHERS) �, I I ti \ PUN RENEW PROJECT MANAGER. APPROVED BY Ott a RENICL II - 1' . CURB&CUTTER .11 •.. M1'e now M TR. 0 r O 11.ROIX FOR ER090R PRORCIICH a POA09pE PECKS. �_ (P IT# C-9600 ) �1'I S RUCTURE r LAIL CCNSDNCIAN SHALL BE IN ACCGNANCE M1H THE `� El/ LATEST EgnON a THE'STANDARD SPECPICAnCHi FOR WHERE REgXRro,SHALL a a SOJND GUMMY ROC( II-- l 1 ==� - 'c. ` �� I r,(t •J266S / i V I I I I \I I A "' 1 d' 1 I ROAD,BEGD E AND UUACPAL CCNSIRUCDC•PREPARED PLACED TO A DEPTH a I root NO MT 1¢r ME 7 I -, ti 411 ���ff��_ _-_- �" ( 1S BY W.S.D 0 T ANO n E INER GW PUOUC WIXOS rOlO NNC 9 EOHGIKNS 6'/WS-Ili PASSING 1-/ •` 1 L_ \�I=1� �! - ROIX Jos-1oX PASEN MCI- ,,,�W/��L�! rGrd ASSOOAngI(APWA).AS AVOWED BY TIRE Ott a RENTER / C :ROD(/loS-2aS PASSNG } •� ti m` 'I i_ .. '7'C• (1�� 2IS Is91ANa a NNE BIRDNG CR CCISIRUCTRH fflMr BY , 1��©264 vim, Al:�• �..4... _� ___ 76%f-, 42/1' 43 E� A. 1,.........1-` 11NE RD(H6STOW TODR THE A PROVED SHALL CCNSiE ON FD THE Ott a RENTON DOES NOT MUNE NNE O MER a THE b' i rActoaou c TO THE APPROVED PLANS M OI ARE ON RE -�' _ F --,---• NM THE Ott a RENICK. ANY DEVIATION ITCH THE 16 `\ 0.�- - =`� __- `- �� O IIAPPROVAL DCO NrCOEDD NTH SON FAQ ATER 017 LIMIT �/ _ i �i y T�iR[gnDOF pQITQI DMlD�01'YEIXr SFANaP MOM } 6 \ SlpJL? • �� - �'_ FURRIER,THE Ott a RENTER DOES NOT ADEPT ANY C �� _ AD ST OS RN , - I Og1GAnON r0R of PROPEL FIINCTICIlNq AND .PROPOSED ' I I i W9ITEHANa a DE MIDI FROKED CUEING v. • �Y�B'E't0: 1.A CCPT a THESE APPROVED PUMP W ST BE EN WE JOB SIRE \it\ \ -�. a M " 2 A a Gals RucTKx. c9 WNEHEKR CONSTRI cnca ISM PROGRESS 7 \ f •` / ` , ® 1! ) F o 5.OAWL SHALL EC VMS.UMESS OnERYNSE APPROVED BY 16.nE COIIRACTOR 9RA11 t£RESPONSRIE 101 PROWMG __ ' O< C ,--f I► * * ti- CITY a RIX1W. RUSAIXH BENOMAN(ANT)ELEVATION ADEQUATE SAFEGUARD.SVEIT aNCEi PROTCIOE 1111 -//� °1L 2 1 PROTECTEMINENT,FACCERS•AM ANT OnMR HEM ACMNS TO ©, _ O ® . I Eli ARE NO M CR ME PLANS. • I • °N M 'V -- , I iTo PROTECT TcT PR THE LIFE MCOMEGTICH MO NTTHH I E x NO �' 6.ALL SEOMIXTAITC1/EROSICN MOUSES MUST BE N �•{� ::"" ♦ ,' I PERFORMANCE a MID(COVERED BY TIE CDDRACT. ANY H 'O�.' Y ° ,•:'`u�°�`-. CO l_. ._ CONSTRUCTER.AND THEY LAST BE SACP3ACTq$T 1•."EP• 4,. "• F e l 40,4! wIXIX MDBN 0L 1RA14ID MOLT-a-WAY MA1 ' ,`b. 1� 16. - "T-T-- MANTA/NE°UNTI CCISTRUCION R CMPLETED AND ME INTERRUPT NONAL TRAFFIC FLOW WALL REC R(, r , \,` ,. A �•,'.• , •L•'- 2, - , POTENTIAL FOR CI-SITE(MOH HAS PASSED. APPROVED TRAFFIC CORM.PIM BY Alf RAW. O , t. 11 ® MGM. ALL SECIKNS a TIE W. SUM.1 _ ( 1 W F - 'e. i •• ... SPECEICAMNS I-07-7.E iRAEFIG COMM,GYNiR 9U11 APPLT. .,. of ' ti, ` ...,�'LAI REIIXTICH/OEIIXNON FACILITIES MUST BE INSTALLED I O V�A h 11 11 ® h , �Blico'nitAts,.. ," - �,i AND M aEMnON PRIOR To qi M COHJAicnON kM ALLv.srEOuORADFAaMEA9.FEs.ILLBEREluDtmrME - /�'yB. /� •__ ca+sTRucnal AcnNn uMtss o1HEREnsE APPRovfo er °' 11 / 0• 1 \ 'Vy / �•� ~ °, . ,'__ •• ,RM/JlP%siAlRs ME aVflCPI1FHt sERNas OH9aN. a LOCATION 6 MTHH of ADMAPROTECTION•V, \ .5/ 11 41� " i- - &GRASS SEED MAY BE APPLIED BY NTDROSEENN1 THE CRASS'1II yS,I „W Q.�IA _ ' •^ ,.• STANDARD..-- SEED LO%TITRE,OTHER MAN Ott a RCNTOI APPROVED wf �C '�' I C':°A" .-PAVE11EN1(TIP ® • STANDARD WIES,9IAOI BE SUg4TIE0 BY A LANDSCAPE 1512 JI/ \, \ II„? VIP- • A •• q• _ ARCHITECT AND APPROVED BY THE aVELauIXt SERVICES } '' ^ ...._) - `R7,Up • MACH. b _ HO�pA • 9.AEA PPE AND APPURTENANCES SIIAl1 BE RAN a A PROPERLY IM1y. �� r Y ., Y -.��•:`+ ,-R.�S •'B TO INTC17'" PREPARED FOUNDATION DI ACCORDANCE NM SECINN 7- / � � .-.TOP OF EX.WALL OLJ(I)a ME CURRENT STATE a WA46NCTC1 STANDARD I Or • $ r���' S Tar•= R� 1 O� SPEORGION FOR ROAD AND BRIDGE COISTRUCYON. DOS '�' 9 _ L SHALL MO.WE NECESSARY IEKM O a THE TRENCH tif - i �� 1Y ' '>ll BOn04 OR THE TOP a THE PDJAYATICN MATERIAL AS E J b A� I _• . - --WY CURB(�) WELL AS PLACEMENT AND CCUPAC11CN a RIMED .1 ^. ,- /"Hr..'°T. ..•, 1 9 BEDDING DATERIAL TO DAMN GRADE SO THAT ME ERNE ' Ioi• / N.:\ LENGTH a THE PPE TILL BE SUPPCRED CM A UNIFORMLY I _r•-'�_ , ff\\ /r t.0 DENSE UNLELDING BASE ALL SPE BEDDING SHALL DE APWA r CUSS C.MM THE EXCEPTION a PVC PPE ALL TRENCH " -. � BACTRTLL SHALL BE COMPACTED TO A WNW 95X FCR F-V p.. o s PAVEMENT AND STRUCTURAL RE AND BOX OTHERWISE PER �:i 1' �� C,� ASAP D-I557-7a PEA CRAWL BEDDING SHALL BE 6.OVER RID Fi °' UNDER P.Y.C.PPE .°. A4a IO.GALVAMOED STEEL PIPE AM)rowan STEEL PPE FM All NOlySL DRAINAH FACEATES STALL HAVE ASPIMLT TRUNENF 11 OR 1. BENOIDARK DESORPTION SHOWN CI SHEET CS-1 LEGEND BETTER M9DE AND COME EASTDIC PROPOSED PROPOSED BY OTHERS(PART a WAL-UARI) ' S5 u~ 2. REFER TO THE FCLLONUIG SCHEDULE FOR DETAILS ■ ® ■ o PIPE SCHEDULE STRUCTURE SCHEDULE 11.STRUCTURES BULL NOT BE PERIETTED 111110I 10 FEET OF THE ' SPRING LINE a ANY STOOL ORAINAH PPE CR 15 FEET FRO/ Kt I BUETD11JT 10.1 4OH OS TNT SIN ((ap GRAPHIC SCALE -- ME 1 CATCH BASIN DEEM ® 26--• CONTOUR �46� ._-,r" ¢T.I (rcNnl THE TOP a ANY CHARNEL BAKK. -- iRFNQI BACKFRL Ss CI 21 25 .0360 9 I 211 20.3 (](X) 21 76 .0056 0(X)CK) I 212 19.1 C o, > ® CA S9R1rcrx ,,.g-" 50 _-- ©(X) 24 172(X) .0029 0(X) I 252 19.5 1 Yob-SO IL 1 ALL UNYIRFACED AREAS ARE TO RECEIVE FORM INCHES B❑(X) 24 65 .O032 IO I 2/d 19.6 a 1CPSC.SEED,WLOI AND WATERED UNTIL A .---'DOOR - )1 30 50 .005 OE(X) • I 22.05 20.0 A HEALTHY STAND a CUSS IS CDTAWFD,UNLESS 24.6 anima SPECIFIED CH LANDSCAPE PUNS �A+-� CURB A CUTTER _=_ (X).EASING R(X) ... I 21.6 I/.J ' B e] 4.STORD DRAINAGE PPE NTH LESS MAN 2'-0-COVER C ..• I 27.2 19.2 - -1 C-AJ WU.BE CLASS IV RENTCRCED CONOEIE PPE CAUTION-NOTICE TO CONTRACTOR O CR APPROVED EQUAL i0 SUSTAN H-20 LOADING. -TO a OEU0191C0 MO REPLACED N 'A,, ••an 5.CATCH BASH MET PRORCTICI TO BE USED ME CC IPACTCR IS SPECBTWLT CAUTIONED THAT • -MAlST /TSPE 1 LM I 46. I' FOi ALL NEW 0011S SEE ER09CN/SEDDIENT THE LOC1W AS AND/fR ELEVATION a COSTING .... �v+c "CET N0. UTIUTES AS SIOVN DI THESE PUNS IS BASED FLOW CONTROL.STRUCTURE s mama PUN AND ® 01 RECORDS a THE VACUOUS WROTE CQPA IDS (I)-EASING ) �'M°MTI I AID.MERE POSSIBLE.MEASUREMENTS TAKER IN Washington Land Design CITY OF RENTON 3. TIE FIELD.TIE PPGNATICN IS NOT TO BE RELIED Planning&Engineering DEPARTMENT PUBLIC WORKS 01 As BENG EXACT OR=METE THE CCITRACTCR BF g or = IMr CALL 1HOPSBMOCANYEXCAY WANT TIONTOAT RENTON HONDA 10� n%WARR/33 S0J GRADING AND DRAINAGE PLAN DUST HE APPROPRIATE ANY EXCAVATION i0 il REQUEST EXACT FAD ECCA1101 a UNITES IT R0 61 3 65-9510 FAX Ro613GF-0235 SWLanEL DISIBOtta7HEC01NACAU1 • STORAGE PARKINGENSTO RELOCATE ALL 1 TLPRS UTIULES M901 COIFLICi •�. ILA yo 5/J/96 •v NM DE PROPOSED BPROVEMENTS MOM Di P••�f0 ILA aoau I,-J7 THESE PLANS. OJT ••••'• "• • • PLANT SCHEDULE SYMBOL BOTANICAL/COMMON NAME SIZE/CONCIRCN • FRAKINUS PENNSTLVAMCA URBAMTE'/ 2-1/2'CAL,17-14'HT-BAB I__:A: • r 1 • I.•.. I I I i /i .I I I I i/I I l ' I I ) l i:' C) 'URBRBTE'ASH WELL-BRANCHED AHt YATCNED N— I`'--1' 1' I ti° 1 1,L1 1 1 1 I 1/I 1 1 1 1 I I I I_I_ 5'EOYEN0.BRANDIED�1Wm+5-a' — .--.1 1 • I �L &I I7 I I I I� ~� I I I:ill I I I I +w' SWWEEEiaio AR SrmAanDA/ �?01µ 5 4 MATOIED I VS ECuE5S,BRANCHED BETWEEN 5'-6'. 1 I ^WAL-MART(BY OTHERS) J l l I l I l y ! l l lT l l l l l OwO1141 EAST. I y1 ( +� CEROOPHILLU4 JMOlINY/ Y CAL.NW.17 NT.BAB,SIIFCT FOR r— 1 NRB k OUTICA 1 ;1 I ' C.C7 KAISURA C0UYNAR GROWTH HAOT,UPWARD w _ \i (PERMIT#t C-960022) \ ARCING 89AN0401C`. 1 !-1I IN I I I 1 1�I I I I11 1 I I PINUS HICRA/ 10'HT.,BAB,STULIE�CAL AUSTRIAN PINE WELL-BRANCHED PM PSNDOISUGA END / Y-a'HT BkA FUL k 11E11-BRMQiED u1F• — -- R _- -ra - — / -i. d -- DNQAS M TO BA51 NOT S#TAD.A \ >o�\ '� ._• _ ' � � _ _ _--_.. RHUS pABRA - T-Slw � L.4A-.r i. / s'to'xr.uIN.BAB,utA latx\ ./ — Lj:fi ."r��;,-,W�- r ,b 1 �� � I) %; SMOOTH SUMAC • (3)1'CAL STEWS 64.T."..'..- L•A�'— = PRUNUS LAUROCERASUS'OTTO LUYKEN' 15•-IB'HT.k SPR.36'0.G\.Ii S'Tom'• 1...i:i' N I'Oa `\ R y� _ ��� AD T EK R14 ,� • ° iI d .r r� ®— I o z OTTO LUt%EN UUREL 7MANOA/R SI'A[244 B�N CNT.i \A. 'a / I .PROPOSED . ,B 4 ARBUTUS CREDO/ 2/'-30'III k 5 CAL CCNT. I (1y � \ I/I. ' ® • 1r i STRAWBERRY TREE --I'�rR • \a: f 2 N r CSNS HYBRIOUS/ I CAL[ONT.CWPACT.FLl1 0 30'i•• %rI J Qr—eil %HITE ROC/MOSE TRIANNUQ SPA@7Gp� \ ^ • , 1 30'-36'HT.k SFR.BAR OR CNT. Iala sI=1 \Q` �'"`•CC.` �• 1'0 _ 24 ...:Wv NON•MUS AUTA'COYPACS fA„Fic.c,01.6i'I I ♦\� �l•; ' _ y-y-1,2;4.F;- t. ._ - _ LOTAPACT DINGED NON1T1U5 iCtui 0 J. W I E` ' _ op: v•. 5 .7", - ru "30'-36'HT,SPR.BFB. P.ro •` NBIIRNUM Pl1CANM :auto-,;,r St.1 �u11 ;"trr • 'I•� ` : �Y''1 ..• � b;:��.,.,,T�mm TOMENTOSUM/OOUBLEFRE VIBURNUM \ tv, • • .. ll .4.T;c 'Auto{€ 'T\ 6- � Ni 2W^` -.. �...` VIBURNUM'ONUS'SPRING BNOUEY/ 24'-30'HL PA13 SFR,BO.11AL -- :till" A I!'k. ` ``m,[�` • ,�a e- _.-. L'_.- / • IAURSTINUS AND DENSE TO BASE 04'-0.O.0 11�1 •'� "• GW4^,E`-'.:.e /A.. •� .\-.F SPADNC p ® ' ,dls'UrL -'` "41db`` II a - COIONEASTER UCITUS/ I, .�.11 ' W1. .4• T61 rrRrr.`!!o _- - REPLACE EX o PAANEY COINUSIER 36'HT.AND 4'R.BlB.FULL nRl DENSE 10 _ -n: _ ,{;i' y/ _ RAMP W STAIRS 414Ci- \ '.•. 1�t1 ,� • I ./ BASE 01'-0'O.0 SPAOIIG I •i,r3=�A• .V 1N a'4•, 34+4i.'bQA\Z` ' •:::!•4, :'�"�S� _ p COTONEA57ER DAMUD?/ 4'CONT.0 SO'MC.1RIANGUI.Ut .'• •'' ) I.V._. Q„ _ 'aq'G�' _' prrr!!'r. 11�111�111 SPAONC a I :� It-: •aS�"'il•7'•. - - A' m _ BEMDFRRY COTONEASTFR • I - ';.JI ;�a'"�:t. „.j5hk,. , . F ._ - •1 HIPERIDIM CALYDNUY r _ n•,•.. \ r 4 , / r CONT.0 30'0.0 DaANDAM 5PAM .I III '.1,�A` • ` r n n'.. `RAMP'' ST.JOHNSWORT ' - • ., ate.• 1 -• MA70 Npp, p9i,L111i ROUGH CRASS/w040N MOREL SEEDING I', I =;';a` ► .n Y- - n,H''.......TOP OF. EX.WALL: O�-HOIY )3� , " SEPAR TE PERMIT I:tq ,�li( �. .rPr„•��,�—'W-•- _ Fe--H ,, PREVIOUSLY LANDSCAPED UNDER A � e0CC 1 � J N ,; -x }•,C.pn W_ GRAPHIC SCALE Nth I . D 11. ,'.) • • (FGFND • ' C[UTICN-NOTICE TO CCNIRACTOT EXISTWG PRCPOSN PROPOSED BY 01NFFS(MT OF WAL-YAIT) THE CCNTRACTOi IS 4'EOFICALLY CAURONED THAT • CB • ° L-1 ' THE LOCARN ANC/N ELEYADO1 OF CASTING _.--RB-- CONTOUR _— - • UTUTES A5 SHOWN N T LESS PLANS IS BASED N RECOR05 OF 111E VARIOUS V1UTY COMPANIES SS SHEET N0. _ • AND.WERE P050WE,MEASUREMENTS TAXD4 IN t. THE FIELD.THE MONARCH IS NOT TO BE REUED ''' S94H N AS BONO EXACT N COUPLER.THE CONTRACTN • Washington Land Design CITY OF RENTON MUST CALL DE APPRCPRIAIE UMW C IPMY AT "^ sD PPE --..... • Planning&Engineering 4E HOURS BEFCRE ANY EXCAVATN TO DEPARTMENT DE PuOue WORKS LEAST REGEST EXACT FELD LOCA1101 CF U1U0ES IT CURB ——— 10700 Meridian Avenue N.Suite 303 TTOO RELCCA1(LL Ertl 45NG U 1LIES MIC4COWCT -• • CURB k CUTER --= RENTON HONDA R06)365-910 FAX 8R06)365.0225 LANDSCAPE PLAN MTH TE PROPOSED OIPRNG/ENTS SHOWN N arami DUO aam //la/% Ra...D TESE ANs STORAGE PARKING .• DF OJT scum 1'.30' am. NI fiStiBM MT PIM OaR 0 CL CD tn 0 - Cf) • I I od S I • 5 Ili Ricci i 11, i. t• 44.1 • • ... . • B ®Li —1 , - , I "• 72874 SS [jar.,'} twit .'� .ii : 900 yp 3 • ACI • �, /�< I 1 O/ I \4N i �nc:eq a .REIYIOr' Amps iM1TWI�M0157 � `:. t I B-4 I �`' !\I: I a=•' • ti i "© N s AIRP•ORTT •yy .s'? L"i� NE • .4 1 I i 4 6 :?z,c„`STS1 !!y $7` $ �®TISINS ST N 7n . I ; 1 ,) [ 2ND , i 031 si tl. 1 pArt 441 v tugI I i S 3i$�' I y s rtillil <�nI •^ 8-14 B-19 B-2 I :: ,0\* 1 sr !al A w;aOsr 18 r :...1 . • FUTURE I ,.; ti ,. ,- S 2ND S' "' Y...;1 _'71" -. " c . PROPOSED SHOPPING CENTER RETAIL-SPACE I � � ——-- I sr . I ._� S 3RD ±�>��� �` __-I69 — I t--'Ibis. �liiwn 900�.� -��‘�yA !. , /E " .. B-5 j I I .\ 9 y. �" ��inv�i� gip !F I I I I SITE N , 6-10� -3� j I , 1 c_H! I tl ..,u, Ise .• , .56TtlSr - 1 -17[� - -- -_- _L I 1 '� . 6 B I I I zi t '� slH z4 S 7Tx `- R /1'1[1. • -� I L r,. B-9 ___ I >I ! y a xtoc• i GRP�y 515 • 1 ```, 1 \ - . .- �J i ; I pE7i>ZV1L1.16f • �: �-s� -.sRJ `� ,�„ _�1' w $ !:l31Ta1 tl1UAff Pl. S 11TN sr • 1. LE 1 1 • raroir w i - lip na i.FR`l s i VALLEY I. I I � � ? N. I s i 1 • HARVEST I PAYLESS DRUG STORE —r— - I - tt I I - -f 1 I w I so. 1s�! • 11 sT ®�. s ri Is, z S I 20 x I I - 1 I i 1 I w I i$ Wo �`°�� ���; si6THST �°'S � - I I i I BILLY ! I ri I '�li •� „, ,.,., s__ 3`� s�. sE=l�� .. • I_ I I I McHALES I I U) 1 ; ; ``t;.1 `�S 16TH g • TI sT RF a • B-6;• I i I I I I w i -SW 19TFI 5T 9 N E " 1 o I� '• � -'r .. 'k IS B-8 L'----•� :-I I N- y - ,,S 1 ST �IrAIEOTTx § :�IjiCNWCRES �i�. � I ia"x��Rv"macS �,^ ..oai�� :y,���cK "iQ' sw215iiSfi) ,I „ pUGEI 4 ve• s 1 N ! s I 0 1 y�fi�b �unssr_s a...vs rs[ I I - O I ! 1'" sw)23FD 5T S_zaaD ST- , , J, __ I 9B-12 m I I _ �s �xml F a� 1 1 1 PROPOSED I— ¢ B � `tip� ! - I 0 1 - B-16 PARKING ) w I I sa 127TH ¢ �'.. a n' S\ - I i s zr-sr. SE .154T4 - - N <'i -r ST:nsac G YP !1 sT sm� 5 q .' a s -sT t j- • O I I ' 18 .Mn+ .l..1g1/ l Si I --III w - , 1 co o r a II I LOCATION MAP- ti ¢ , .S B-7 !SHAKEYS 1 1 I • I\ ,> ' I I 1 I ' I 1 j I7i -- I ,----- —1 �. �� B-15 I r-- = 1 - I • 1 I 1 I I RENTON AUTO�CENTER I r L. I I I LEGEND --------�-- -- -a BURGER KING j I B-19 _ _ • I �� --� i I S BORING NUMBER AND APPROXIMATE LOCATION __ , iJ RAINIERAVENUES ` — -- ----J - tom- --� 1 ---1I EXISTING STRUCTURES ---- ---- HARDIE AVENUE SW. I • -- I _ \ I ���� �� � 1 I FIGURE 1 E • • W.O. 11-10521 RENTE ON WASHINGN RETAILTOTN RN b • \� • AG RA DESIGN BWG � Earth & Environmental DRAWN DMW W 120 240 11335 NE 122nd Way,Suite 100 DATE SEP 1995 �� I Washington,Kirkland,Whingt U.S.A.98034-6918 SITE & EXPLORATION PLAN DRAWING BASED ON PLANS BY BUSH, ROED & HITCHINGS, INC. & WASHINGTON LAND DESIGN. SCALE. IN FEET SCALE NOTED • APPENDIX A SUBSURFACE EXPLORATION PROCEDURES AND LOGS APPENDIX A 11-10521-00 • FIELD EXPLORATION The field exploration program conducted for this study consisted of advancing 19 hollow - stem auger soil borings at locations within proposed building and parking lot areas. The approximate locations of the explorations are presented on the Site and Exploration Plan, Figure 1. The locations were obtained in the field by hand taping from existing site features shown on the site plan provided to us. Locations shown should be considered accurate to the degree implied by the method used. Interpretive soil logs of the borings and test pits are presented in this Appendix. Hollow Stem Auger Borings • The borings were drilled on 21, 22, and 25 September 1994 by a local exploration drilling company under subcontract to our firm. The borings consisted of advancing a 4-inch outside diameter,hollow-stem auger with a truck drilling system. During the drilling process,samples were obtained at generally 5 foot depth intervals. The borings were continuously observed and logged by an engineering geologist from our firm. Disturbed samples were obtained by using the Standard Penetration Test procedure as described in ASTM:D-1586. This test and sampling method consists of driving a standard 2- inch outside diameter split barrel sampler a distance of 18 inches into the soil with a 140- pound hammer free falling a distance of 30 inches. The number of blows for each 6-inch interval is recorded. The number of blows required to drive the sampler the final 12 inches is considered the Standard Penetration Resistance ("N") or blow count. The blow count is presented graphically on the boring logs in this appendix. If a total of 50 blows is recorded within one 6-inch interval, the blow count is recorded as 50 blows for the number of inches of penetration. The resistance, or "N" value, provides a measure of relative density of granular soils or the relative consistency of cohesive soils. The soil samples obtained from the split barrel sampler were classified in the field and representative portions placed in watertight containers. The samples were then transported to our laboratory for further visual classification. Samples area generally saved for a period of 30 days unless special arrangements are made. The boring logs presented in this appendix are based on the drilling action, inspection of the samples secured, laboratory results and field logs. The various types of soils are indicated as well as the depths where the soils or characteristics of the soils changed. It should be noted that these changes may have been gradual, and if the changes occurred between sample intervals, they were interpreted. The groundwater conditions observed during the exploration program are indicated on the borings logs. These subsurface water conditions were evaluated by observing the moisture condition of the sample, or the free water on the sampling rods. The depths to static water should be considered approximate due to the relatively short period of time that the borings remain open, and because drilling conditions required that water be added to each of the borings to facilitate completion of the holes. PROJECT: Renton Retail Site w.o. 1 1-1052 1-00 BORING NO. 8-1 SOIL DESCRIPTION N N Pz PENETRATION RESISTANCE Page 1 ALocation: Existing Parking Lot § g Ed A A of 1 Approximate ground surface elevation: Unknown cn < 0 3 0 10 Standard Blows per foot 40 Other 50 ,LNG 0 '�`2'AsphaltPavement �' N/E - Saturated,brown,fine to coarse,sandy GRAVEL T - \\ with some silt(FUV(cuttings) i/ Soft,saturated,mottled gray and brown,fine y sandy SILT(All?) _ - 5 - - — S-1 , - 10 Medium dense,saturated,mottled gray, gravelly,fine to medium SAND with trace to - S 2 - ., some silt - 15 Grades to dense — Mount — _ S-3 oveisf�la =52 - due to rocks Grades to fine to medium sandy GRAVEL with _ trace to some silt - 20 - — - S-4 ' Grades to very dense - i S-5 _ . -25 - Boring terminated at approximately — • - 24.5 feet . Note:Moisture contents noted are not _ , representative due to 'wet'drilling method. _ - - ' - 30 0 20 40 60 80 100 LEGEND MOISTURE CONTENT • I 2.00-inch OD split-spoon sample Plastic limit Natural Liquid limit w L, AG R A to Z Groundwater level at time of drilling Earth & Environmental r w 11335 NE 122nd Way,Suite 100 a N/E No groundwater encountered cc Kirkland,Washington 98034-6918 a Drilling method: Fluid Rotary Hammer type: Automatic Date drilled: 21 September 1995 Logged by: BWG PROJECT: Renton Retail Site W.O. 1 1-10521-00 BORING NO. B-2 SOIL DESCRIPTION N w N M 2 PENETRATION RESISTANCE Page 1 A w Location: Existing Parking Lot . I • A of I Approximate ground surface elevation: Unknown `�3 Standard Blows per foot Other - 0 — PP �' c o t o 20 30 40 50 TFSITNIi 2'Asphalt Pavement - Saturated,brown,fine to coarse,sandy GRAVEL , - _ \\ with some slit(RID(cuttings) �// -Medium dense,wet,gray and brown,fine to coarse sandy GRAVEL(RII?) - a _ - 5 - — - AM S 1 MIMI - a _ a Very loose,wet to saturated,brown,fine SAND - 10 - with gray,silty stringers — - S-2 AID • Dense,saturated,gray,fine to coarse sandy - 15 - GRAVEL with trace silt — - S-3 • Grades to medium dense,with more relatively _ - _ more sand - 20 - — - S-4 • • • Boring terminated at approximately - - - 21.5 feet _ -25 - — — - - - 30 0 20 40 60 80 100 LEGEND MOISTURE CONTENT If II • I IT 2.00-inch OD split-spoon to cram size analysis Plastic limit Natural Liquid limit spP W ^ AGRA AM Groundwater level at time of drilling Earth & Environmental r W N/E No groundwater encountered 11335 NE 122nd Way,Suite 100 t� Kirkland,Washington 98034-6918 Drilling method: HSA Hammer type: Automatic Date drilled: 21 September 1995 Logged by: BWG PROJECT: Renton Retail Site w.o. 1 1-1052 1-00 BORING NO. 8-3 SOIL DESCRIPTION 5 N Ei Pz ce PENETRATION RESISTANCE Page 1 w Location: Existing Parking Lot 18 Q A A of 1 Approximateground surface elevation: Unknown w a a Standard Blowsper foot Other A PP � y z � 3 0 10 20 30 40 so TESTING - 0 • � �' • - 2'AsphaltPavement — Road Base(5/8'Crushed Rock)(cuttings) - - - Medium dense,moist,brown and gray,fine to _ _ coarse sandy GRAVEL with trace to some silt is-i . - 5 - — S-2 - 10 - — - S-3 • • Grades to dense - 15 - w ATD - S-4 d - 20 — S-5 • Boring terminated at approximately - - 21.5 feet - _ -25 - — — - - 30 • 0 20 40 60 so r0o LEGEND MOISTURE CONTENT • c = 2.00-inch OD split-spoon sample Plastic limit Natural Liquid limit W �, AG R A co Z Groundwater level at time of drilling Earth & Environmental t W 11335 NE 122nd Way,Suite 100 N/E No groundwater encountered Kirkland,Washington 98034-6918 Drilling method: HSA •Hammer type: Automatic Date drilled: 21 September 1995 Logged by: BWG PROJECT: Renton Retail Site w.o. 11-70527-00 BORING NO. B-4 SOIL DESCRIPTION PENETRATION RESISTANCE Page 1 Location: 0dstIng Parking Lot ip il i3O • L of 1 a4 Standard Blows per foot Other Approximate ground surface elevation: Unknown co) cn CD 0 10 20 30 40 50 TESTING 0 *--- 2.5 Asphalt Pavement - Brown,sandy GRAVEL(RID(cuttings) — - - _ Gray,silty,gravelly SAND(RIO(cuttings) . . - . _ Soft,wet,brown,line sandy SILT,non plastic - 5 - — _ , , a S-i . A -.MINIMIII /MN . • . ..... 1 •11. 1 .. T n - 10 - ATD — Medium dense,wet to saturated,gray,fine to —- S-2 , — coarse sandy GRAVEL with trace silt - ••. - A . i • Boring terminated at approximately - - _ 11.5 feet - - > - . . . - 15 - — — - - 20 - — — - -25 - — — -1 , .. . ,. _ ' - 30— 0 20 40 60 80 100 ci LEGEND MOISTURE CONTENT I • .1 : 1 Plasticiimit Natural Liquid limit , . I 2.00-inch OD splh-spoon sample 6 Grain size analysis c . AG R A - .. . , 5 Groundwater level at time of drilling ATD Earth & Environmental LLI's 11335 NE 122nd Way,Suite 100 N/E No groundwater encountered Kirkland,Washington 98034-6918 - 0 . Drilling method: HSA Hammer type: Automatic Date drilled: 21 September 1995 Logged by: BWG _ . PROJECT: Renton Retail Site w.o. 7 1-10521-00 BORING NO. 8-5 c. 1 SOIL DESCRIPTION rzl N E6 2 PENETRATION RESISTANCEA of 1 Page 1 Location: Existing Parking Lot n — g 1 ir,g Standard Blows per foot Other Approximate ground surface elevation: Unknown `4 - o 10 20 30 40 , - 5 TESTING 0 — -•.,._2.5'Asphalt Pavement ..-- N/E Medium dense,damp,gray and brown,fine to - - 0 _ coarse sandy GRAVEL with trace to some silt _ .— . — 1 - 10 - Boring terminated at approximately — — 9 feet 1 - . - 1 . - 15 - — — - . . — . . . - 20 - fl — — -25 - — — , - _ . . . . _ ) - 30— 0 20 40 60 80 100 ci LEGEND MOISTURE CONTENT - Ta.. I • I Plastic limit Natural Liquid limit I 2.00-inch OD split-spoon sample c . Lu 0 AG R A Groundwater level at than of drilling . 0 ATD Earth & Environmental .. = Ill 11335 NE 122nd Way,Suite 100 N/E No groundwater encountered Kirkland,Washington 98034-6918 i Drilling method: HSA Hammer type: Automatic Date drilled: 21 September 1995 Logged by: BWG PROJECT: Renton Retail Site w.o. 7 1-10521-00 BORING NO. 8-6 SOIL DESCRIPTION PENETRATION RESISTANCE Page 1 al i Location: Existing Parking Lot A l 'a ii 1E A of 1 '' Standard Blows per foot Other A z ,6 a Approximate ground surface elevation: Unknown o 10 20 30 40 50 TESTING 0 *-.. Asphalt Pavement ..-- N/E Brown,sandy GRAVEL with some slit(Rip - - _ (cuttings) Gray,wet,silty SAND(cuttings) _ 5 - Medium dense,damp,gray,gravelly,fine to — - medium SAND with trace slit S-i . — _ . , . . _ Dense,moist,gray,fine to coarse sandy _ . ... \\NAl• . - ' -, GRAVEL with some slit - 10 - — - S-2 — . _ Boring terminated at approximately - 17.5 feet - - ' . - 15 - — — - - 20 - — — - . . _ — . . . -25 - — — - — . . .. - 30— 0 20 40 60 80 100 ci LEGEND I MOISTURE CONTENT -ai I I . I I i Plastic limit Natural Liquid limit 2 I 2.00-inch OD split-spoon sample •C ui AG R A . 3E- Groundwater level at time of drilling I co ATD Earth & Environmental .. IA 11335 NE 122nd Way,Suite 100 N/E No groundwater encountered Kirkland,Washington 98034-6918 CD • Drilling method: HSA Hammer type: Automatic Date drilled: 22 September 1995 Logged by: BWG PROTECT: Renton Retail Site w.o. 11-10521-00 BORING NO. B-7 x SOIL DESCRIPTION w PENETRATION RESISTANCEE Page 1 wLocat 1131sion: Existing Parking Lot24 o a of 1 A Approximateground surface elevation: Unknown Ir.. a 3 Standard Blows per foot Other 0 PP c 0 10 20 30 40 501ESTING -�`AsphaltPavement J-' S-1 N/E -AV�MI\- Loose,damp,brown,fine to coarse,sandy 7 - - pH=6,5_ \\GRAVEL_(RID _// Medium stiff to stiff,wet,gray,fine sandy SILT - - - i with low plasticity to non plastic _ _ _ - 5 — — - Medium dense,moist,fine to coarse sandy GRAVEL with trace to some silt - - - S-2 f - 10 - Boring terminated at approximately — _. I - 9 feet - 15 — — - _ - 20 - — — - - -25 - — — - - 30 0 20 40 60 80 100 2 MOISTURE CONTENT c LEGEND I • , I Plastic limit Natuual Liquid limit 2 I 2.00-inch OD split-spoon sample pl-k7.0 Soil pH test •� lL - AGRA r s Groundwater level at time of drilling ` Resistivity test Earth & Environmental 11335 NE 122nd Way,Suite 100 Q N/E No groundwater encountered Q Kirkland,Washington 98034-6918 a a Drilling method: HSA Hammer type: Automatic Date drilled: 22 September 1995 Logged by: BWG ) PROJECT: Renton Retail Site w.o. 11-10521-00 BORING NO. 8-8 SOIL DESCRIPTION N M 2 E4 PENETRATION RESISTANCZ, of 1 . 1A Page 1 R gil - Location: Existing Parking Lot ' <c Q z ,,, 0 Standard Blows per foot Other Approximate ground surface elevation: Unknown a 10 20 30 40 50 'TESTING — 0 "' .. Asphalt Pavement --- N/E _.- Loose,moist,brown,tine SAND with some - - - gravel and trace to some slit . - - , - S-7 - - — — . 5 - Medium dense,wet,gray,silty,fine SAND with _ — some gravel — - _ S-2 - 10 - Boring terminated at approximately — — - 9 feet - 15 - — — - . . _ . - . , — , - 20 - — — - -25 - — — - - 30 — 6 20 40 60 80 100 (.5 LEGEND MOISTURE CONTENT _G , 2.4 I • I Plastic limit Natural liquid limit I 2.00-inch OD split-spoon sample s AG R A 1 -1E Grotmdwater level at time of drilling AID Earth & Environmental - 0 u, 11335 NE 122nd Way,Suite 100 N/E No groundwater encountered Kirkland,Washington 98034-6918 Drilling method: HSA Hammer type: Automatic - Date drilled: 22 September 1995 Logged by: BWG PROJECT: Renton Retail Site w.o. 11-10521-00 BORING NO. 8-9 I , SOIL DESCRIPTION w pz PENETRATION RESISTANCE Page 1 aw FA A w Location: Existing Parking Lot t k g Rd A 0 of 1 Approximateground surface elevation: Unknown N e x Standard Blows per foot Other - 0 PP y 0 10 20 30 40 50 TESTING -- Asphalt Pavement S l N/E -, Rne to coarse,sandy GRAVEL(RID -- - _ Loose to medium dense,damp,brown,silty, - - _ fine SAND with some fine gravel - 5 - — — - Dense,damp,brown,fine to coarse sandy - - r _ - GRAVEL with some silt S2 - - - 10 - Boring terminated at approximately — — - 9 feet ' - 15 - — — - 20 - — — - -25 - — — - - 30 0 20 40 60 80 100 ci LEGEND MOISTURE CONTENT I • I 2.00-inch OD�' �t,c- a�1e Plastic limit Natural Liquid limit AGRA Z Groundwater level at time of drilling Earth & Environmental W 11335 NE 122nd Way,Suite 100 N/E No groundwater encountered � Kirkland,Washington 98034-6918 Drilling method: HSA Hammer type: Automatic Date drilled: 22 September 1995 Logged by: BWG PROJECT: Renton Retail Site w.o. 11-10521-00 BORING NO. 8-10 .i. SOIL DESCRIPTION PENETRATION RESISTANCE Page 1 1 43 I 1 = - Location: Existing Parking Lot A A of I ,,, <, 0 Standard Blows per foot Other Approximate ground surface elevation: Unknown o 10 20 30 40 50 TESTING - 0 -`,...._2'Asphalt Pavement ..-- -- Crushed Gravel Pavement Baseffilp -- - - Very loose,wet,brown,silly,fine SAND I . -- - t S-2 . Very soft,saturated,gray,fine sandy SILT, - - moderately dilcrtant - , , _ r — - . . . AID - - 10 - - . S-3 _ - - ) • _ - - Medium dense,saturated,gray,fine to coarse - sandy GRAVEL with silt - - - - S-4 . r , ••= 11. .• .. ' .. $ . . .. - 20 - — - S-5 — ••••4 t- _ - - - — _ . . _ Grades to dense -25 - - _ S-6 - • •. . . .• t ' . t : t Boring terminated at approximately - - 26.5 feet _ - 30 0 20 40 60 80 100 ci LEGEND MOISTURE CONTENT re I • , I, I . i Plastic limit Natural Liquid limit 1 I 2.00-inch OD split-spoon sample a tl, AG R A . 3E Groundwater level at time of drilling AID Earth & Environmental 11335 NE 122nd Way,Suite 100 N/E No groundwater encountered • Kirkland,Washington 98034-6918 • Drilling method: Fluid Rotary Hammer type: Automatic Date drilled: 22 September 1995 Logged by: BWG PROJECT: Renton Retail Site w.o. 11-10521-00 BORING NO. B-7 7 SOIL DESCRIPTION N g 2 PENETRATION RESISTANCE Page 1 t - Location: Bdsting Undeveloped Area at SW part of Site I 8 , e z „,..4 „i 8 IA ' of 1 Standard Blows per foot Other ' Approximate ground surface elevation: Unknown 0 10 20 30 40 50 TESTING ' - 0 '' Grass Surface and Topsoil - Loose,moist,tan,silly,fine SAND with trace fine - - • - gravel - _ - - .• , - 5 - — — _ S-/ _ A — - Loose,saturated,gray,fine SAND with trace slit _ - V - 10 - AID - S-2 A— - . .• 7.• • : • - - Boring terminated at approximately - 17.5 feet - - ---..... . - . • . - 15 - — — - - . - 1•• •• 1•1 . - 20 - — — - — - . -25 - — — - _ . . — _ ' - 30 0 20 40 60 80 100 c.i LEGEND MOISTURE CONTENT I • I ! 1 Plastic limit Natural liquid limit I 2.00-inch OD split-spoon sample Lo _4 AG R A Groundwater level at time of drilling co AM Earth & Environmental 11335 NE 122nd Way,Suite 100 u, N/E No groundwater encountered Kirkland,Washington 98034-6918 - 0 a Drilling method: HSA Hammer type: Automatic Date drilled: 22 September 1995 Logged by: BWG , PROJECT: Renton Retail Site w.o. 11-10521-00 BORING NO. 8-12 .1 SOIL DESCRIPTION 5 €5 2 PENETRATION RESISTANCE Page 1 v..1 ... Location: Ddsting Parking Lot A A of 1 8 ,4 g c4 Standard Blows per foot Other Approximate ground surface elevation: Unknown z , a 10 20 30 40 50 TESTING . - 0 -' •-...,_Asphalt Pavement ...-- N/E ... Very loose,damp,gray,tine SAND with trace to - some slit _ ., . • S-1 - --A, — — - — - . Grades with thin silty stringers _ ,.. S-2 - --A - - - 10 - Boring terminated at approximately — — - 9 feet • ...._ _ • -'''''' _ - 15 - — — _ - . .. — _ • - , - 20 - — — I - - _ . — _ -25 - — — - — . - ,. .. _ . . ' - 30— 0 20 40 60 80 100 (.3 MOISTURE CONTENT LEGEND . Ts I • 1 e I E Plastic limit Natural Liquid limit c I 2.00-inch OD split-spoon sample 2 La AG R A i 2 Groundwater level at time of drilling AID Earth & Environmental 0 LU 11335 NE 122nd Way,Suite 100 ..tcr N/E No groundwater encountered Kirkland,Washington 98034-6918 C7 . Drilling method: HSA Hammer type: Automatic Date drilled: 22 September 1995 Logged by: BWG PROJECT: Renton Retail Site w.o. 11-10521-00 BORING NO. B-13 SOIL DESCRIPTION N w N Ili Pz oy PENETRATION RESISTANCE Page 1 8 Location: Dozer Trail,West edge of Site ? i A • A of 1 A � C . 0 Standard Blows foot Other Approximate ground surface elevation: Unknown �' a 3 o 10 20 per30 40 so TESTING - 0 - 2'Asphalt Pavement Loose,moist,brown,silty,fine SAND with some - - _ `gravel to gravelly(cuttings) J..: y - 5 - Very loose,damp,brown,gravelly,fine to - medium SAND with some slit - S-1 . ..A _ Very loose,saturated,brown and gray,fine AID - 10 - SAND with trace to some silt,very dilatant — _ S-2 - 15 - - - S-3 - Medium dense,saturated,gray and brown,fine to coarse sandy GRAVEL with trace silt - - 20 - — S4 . _ • Grades to dense with relatively more sand •• } -25 - — - S-5 Boring terminated at approximately _ - ' 26.5 feet - . _ 30 ' 0 20 40 60 80 100 ci LEGEND MOISTURE CONTENT I • I € Plastic limit Natural Liquid limit 0 = 2.00-inch OD split-spoon sample w , AGRA Groundwater level at time of drilling Earth & Environmental r . W ' 11335 NE 122nd Way,Suite 100 g N/E No groundwater encountered Kirkland,Washington 98034-6918 Drilling.method: HSA Hammer type: Automatic Date drilled: 22 September 1995 Logged by: BWG PROJECT: Renton Retail Site w.o. 11-10521-00 BORING NO. B-14 . .scs. SOIL DESCRIPTION 5 NE6 2 PENETRATION RESISTANCE Page 1 rzz - Location: Dozer Trail,South edge of Site p I 8 ., A A of 1 g r 71 txo Approximate ground surface elevation: Unknown Standard Blows per foot Other 10 20 30 40 50 TESTING ''' 0 — Grass/Topsoil _ Very loose to loose,damp,light brown,silty,fine - - - SAND IIM 1 .. . . 1 .. - 5 - — — S-i - — - . , -!-Loose,wet to saturated,brown,fine SAND with _ trace to some slit,moderately to very dilatant - - _ _ AID - -,. . - 10 — — — S-2 — _ . - _ Loose,saturated,gray,fine to medium SAND , — with trace silt - .. - 15 - - S-3 _ - - - _ _ Medium dense to dense,saturated,gray,fine to medium GRAVEL with some fine to coarse - - . sand and trace to some silt - 20 - — . - — \ S-4 . 7 , ..... . - _ Grades to dense . . -25 - — - _ S-5 _ - • - Boring terminated at approximately 26.5 feet • _ . _ - - - 30 o 20 40 60 80 100 MOISTURE CONTENT .., LEGEND I • . 1 1 t i Plastic lirnit Natural Liquid limit c e 2.00-inch OD split-spoon sample 6 Grain size analysis -0 AG RA A w - . Groundwater level at time of drilling [ 0 AM Earth & Environmental .. - Le 11335 NE 122nd Way,Suite 100 N/E No groundwater encountered Kirkland,Washington 98034-6918 CD • a Drilling method: HSA • Hammer type: Automatic Date drilled: 22 September 1995 Logged by: BWG PROJECT: Renton Retail Site w.o. 1 1-1052 1-00 BORING NO. 8-15 w c SOIL DESCRIPTION °� N El 2 PENETRATION RESISTANCE Page 1 °� Location: Existing Parking Lot � §- R 8 dAA of 1 o• .. Approximate ground surface elevation: Unknown v o Stand10d B200ws per f30 t Other 40 50 TESTING - 0 -. Asphalt Pavement — - Brown,gravelly SAND(RID - - _ Very loose,wet to saturated,gray,silty,fine to medium SAND with trace fine gravel(OVM Oppm) - - - - 5 - — - S-1 Loose,saturated,gray,gravelly,fine to coarse r - - - 10 - SAND with some slit with silty stringers(OVM 0 T - ppm) ATD S-2 Boring terminated at approximately - - _ 11.5 feet - _ - 15 - — — - - 20 - — — - -25 - — — - 1 30 0 20 40 60 80 100 ci LEGEND MOISTURE CONTENT I • 1 i Plastic limit Natural Liquid limit `o I 2.00-inch OD split-spoon sample OVM-Headspace method measurement .5 of organic vapors,made with W 10ev photoionization detectod. AG R A m Z Groundwater level at time of drilling Earth & Environmental t W 11335 NE 122nd Way,Suite 100 Nie No groundwater encountered c� • Kirkland,Washington 98034-6918 Drilling method HSA Hammer type: Automatic Date drilled: 25 September 1995 Logged by: BWG PROJECT: Renton Retail Site w.o. 1 1-1052 1-00 BORING NO. B-16 ' s SOIL DESCRIPTION ,r, N Eg 2 PENETRATION RESISTANCE Page 1 ri.1 w Location: Existing Parking Lot A y y cal 3 of 1 StandAard Blows per foot Other Approximate ground surface elevation: Unknown o 70 20 30 40 so TESTING - 0 -- Asphalt Pavement �' N/E Brown,gravelly SAND(Rip - - Loose,damp,gray,gravelly,fine to coarse . • _ SAND with trace to some silt(OVM 0 ppm) S-1 - - 5 - — — - - Medium dense,moist,gray,fine to coarse, _ sandy GRAVEL with trace slit(OVM 0 ppm) _ 6 - S-2 - _ - 10 - Boring terminated at approximately — — - 9 feet - 15 - — — - - - 20 - — — - -25 - — — - - 30 0 20 40 8o 80 100 ci MOISTURE CONTENT LEGEND - 23. I • I 2 = 2.00-inch OD split-spoon sample OVM-Headspace method measurement Plastic limit Natural Liquid limit •5 of organic vapors,made with w` 10ev photoionization detectok 0 AG R A Z Groundwater level at time of drilling r Earth & Environmental 'L u' N/E No groundwater encountered 11335 NE 122nd Way,Suite 100 Kirkland,Washington 98034-6918 co Drilling method: HSA Hammer type: Automatic Date drilled: 25 September 1995 Logged by: BWG . PROJECT: Renton Retail Site w.o. 1 1-1052 1-00 BORING NO. B-17 • E SOIL DESCRIPTION -i w 9 ° PENETRATION RESISTANCEE Page 1 w Location: ExistingParkingLot of 1 A .. Approximate ground surface elevation: Unknown y cal 3 Standard Blows per foot Other - 0 — 0 10 20 30 40 50INCT '-......Asphalt Pavement - Crushed Rock Pavement Base(RID = - _ Brown,gravelly,fine to coarse SAND(RID I Loose to medium dense,damp,brown,fine to - coarse sandy GRAVEL with trace to some silt - - . - 5 - — Blowrroimt - S-1 . moytde °versfgted - Grades to loose with trace silt _ . - 10 - - — - . - . - S2 . . A �- _ _ TD - - 15 - Very loose,saturated,brown,tine SAND with - — _ trace silt,very dilatant S 3 Medium dense,saturated,brown,fine to coarse sandy GRAVEL with trace to some slit - - - - 20 — -, S-4 _ ' • • Boring terminated at approximately - - - 21.5 feet - _ -25 - - — - • - 30 - 0 20 40 60 80 100 ci LEGEND MOISTURE CONTENT I • I 2.00-inch OD SP �Lt- n lc Plastic limit Natural Liquid limit �p W � AG RA 1 fa Z Groundwater level at time of drilling Earth & Environmental i z 1°ci N� No groundwater encountered 11335 NE 122nd Way,Suite 100 Kirkland,Washington 98034-6918 • ' Drilling method: HSA Hammer type: Automatic Date drilled: 25 September 1995 Logged by: BWG PROJECT: Renton Renton Retail Site w.o. 11-10521-00 BORING NO. B-18 • '- c. .8c'• SOIL DESCRIPTION PENETRATION RESISTANCE Page 1 = ..... Location: Cat Road,South part of Site i PI A A of 1 la A , cn 0 Standard Blows per foot Other Approximate ground surface elevation: Unknown o 10 20 30 40 0 Grass Surface and Topsoil ' Loose,damp,brown,silty,gravelly,fine SAND 50 TESTING - 5 — _ S-1 _ .. Very loose,wet to saturtaed,brown,silty,line ,- SAND,moderately dilatant . _ 10 7 S-2 . - . -. ATD -.. -r - . . 15 _ Medium dense,saturated,gray,fine to coarse sandy GRAVEL with trace slit S-3 ,.. _ . - 20 — - S-4 ., . •. . I _ . . : . . . Boring terminated at approximately _ 21.5 feet - . _ I 25 — — - . _ . _ . . . . _ . 30 D 20 40 60 80 100 ci MOISTURE CONTENT LEGEND• • '11._ I • I Plastic limit Natural Liquid limit e _L 2.00-inch OD split-spoon sample •E u, AG R A . --m Groundwater level at time of drilling ce AID Earth & Environmental .. = UJ 11335 NE 122nd Way,Suite 100 ci N/E No groundwater encountered Kirkland,Washington 98034-6918 • Drilling method: HSA Hammer type: Automatic Date drilled: 25 September 1995 Logged by: BWG _.,. PROJECT: Renton Retail Site w.o. 11-10521-00 BORING NO. 8-19 • = , SOIL DESCRIPTION Npi , NI @ 0 PENETRATION RESISTANCE Page 1 1 A 3 Location: Cat Road,West part of Site m 0 ..4 A of 2 cz g i cc Standard Blows per foot Other Approximate ground surface elevation: Unknown `' LI o 10 20 30 40 50 TESIING - 0 -_ Gras,s/Duff Surface with Tgpsoll _ Loose,moist,mottled gray and tan,silty,fine - , _ SAND - - — - - — S-1 — - -------— - pH=6.3_ _ - - -------..... i - - . ...._....... — .,. Grades to very loose,saturated,with trace silt, - - ATD - 10 - very dilatant — _ S-2 OEM 1.11.111 . - .. i - .. - - 15 - Medium dense,saturated,gray,fine to coarse, _ _ sandy GRAVEL with trace to some silt • - S-3 _ . - - . _ - 20 - — -1 S-4 — . - . . . . _ -25 - — • _ Grades to brown with slightly coarser overall ' gradation S-5 " - . . _ - Grades to medium dense,saturated,brown, _ — - gravelly,fine to coarse SAND with trace silt - 30 ." ei (continued) 0 20 40 60 80 100 LEGEND MOISTURE CONTENT ---°C1 . 1 i • Plastic limit Natural Liquid limit , c . e. I 2.00-inch OD split-spoon sample piZO Soil pH test 's c _ UJ AG R A . -Y- Groundwater level at time of drilling JAAAA- Resistivity test °' AM Earth & Environmental .. .. - - w 11335 NE 122nd Way,Sutte 100 N/E No groundwater encountmr.d 0 Grain size analysis Kirkland,Washington 98034-6918 - 0 a Drilling method: HSA Hammer type: Automatic Date drilled: 25 September 1995 Logged by: BWG . . _ PROJECT: Renton Retail Site w.o. 11-10521-00 BORING NO. B-19 . c.. SOIL DESCRIPTION PENETRATION RESISTANCE Page 2 Eti ,P. Location: Cat Road,West part of Site iE ii 1054 A A of 2 Standard Blows per foot Other • Approximate ground surface elevation: Unknown co cn 0 0 10 20 30 40 50 TESTING -30 - SAND(As Above) _ S-6 . . _ -_ ---- Dense,saturated,brown,tine to coarse,sandy _ . . -35 - GRAVEL with some slit —7 - ..‘ S- • &. T _ .• Boring terminated at approximately - . • i i. _ - 36.5 feet _ _ -40 - — — - - .. - -45 - . — — - - - • _ -50 - — — _ . • ' . • ' • r- ' — — — ,--- . - - . . _ -60 — 0 20 40 60 80 100 cs . • LEGEND MOISTURE CONTENT I • I I 1 Plastic limit Natural Liquid limit . 0 I 2.00-inch OD split-spoon sample pl,k7.0 Soil pH tcst - -. -wvv,.. Resistivity test g M.= AM Grotmdwater level at time of drlling Earth & Environmental , = • - - . 0 n size ana 11335 NE 122nd Way,Sulte 100 ci N/E No groundwater encountered Grai lysis • Kirkland,Washington 98034-6918 • Drilling method: HSA Hammer type: Automatic Date drilled: 25 September 1995 Logged by: BWG APPENDIX B LABORATORY TESTING PROCEDURES AND RESULTS APPENDIX B 11-10521-00 Laboratory Testing Procedures A series of laboratory tests were performed during the course of this study to evaluate the index and geotechnical engineering g properties of the subsurface soils. Visual Classification Samples recovered from the exploration locations were visually classified in the field during the exploration program. Representative portions of the samples were carefully packaged in watertight containers and transported to our laboratory where the field classifications were verified or modified as required. Visual classification was done in general accordance with the Unified Soil Classification system. Visual soil classification includes color, relative moisture content, soil type based on grain size, and accessory soil types included in the sample. Moisture Content Determinations Moisture content determinations were performed on representative samples obtained from the explorations in order to aid in identification and correlation of soil types. The determinations were made in general accordance with the test procedures described in ASTM:D 2216. The results of the tests are shown on the exploration logs in Appendix A. Grain Size Analysis A grain size analysis indicates the range of soil grain sizes included in a particular sample based on particle diameter. Grain size analyses were performed on representative samples in general accordance with ASTM:D 422. The results of the grain size determinations are presented in this appendix. California Bearing Ratio Tests A California Bearing Ratio test was performed on a composite sample of the site soils in general accordance with ASTM:D 1883-73, to provided an evaluation of the relative quality and support characteristics of subgrade soils. Representative portions from the sample were compacted in a mold, in general accordance with ASTM:D 1557-78 to provided a moisture- density relationship curve. Following compaction, a 15-pound surcharge was applied to each sample which was then totally immersed in water and allowed to soak for a period of 72 to 96 hours, during which time it was monitored for swell. At the end of this period the sample was removed, drained and a vertical load applied to the surcharged soil with a penetration piston at a constant rate of strain. Measurements of the applied vertical load were obtained at selected penetration depths. CBR test results and moisture-density relationships plotted in terms of percent water content versus percent corrected CBR and dry density are presented • in this appendix. Soil Chemical Analytical Tests For use in determining corrosion potential of the site soils, we submitted soil samples for pH and resistivity tests. Samples were submitted to Am Test in Redmond,Washington. Samples from borings were submitted for pH testing while samples from borings were submitted for resistivity testing. The results are presented at the end of Appendix B. SOIL CHEMICAL ANALYSIS RESULTS SAMPLE LOCATION �H Resistivity (ohm- ' cm) B-7, S-1 6.5 10,000 B-19, S-1 6.3 6,400 ' - GRAIN SIZE. DISTRIBUTION SIZE OF OPENING IN INCHES U.S. STANDARD SIEVE SIZE HYDROMETER 36" 12" 6' 3" 11/2" 3/4" 3/8" 4 10 20 40 60 100 200 100 90 ti ao I— =70 ' 60 m — w 50 w cc 30 { 0- 20 - 10 r 0 1000.00 100.00 10.00 1.00 0.10 0.01 0.00 GRAIN SIZE IN MILLIMETERS I � Coarse Fine Coarse Medium Fine Silt Clay BOULDERS COBBLES GRAVEL SAND FINE GRAJNED Exploration Sample Depth -Moisture Fines Soil Description •--•-•-F-e B-2 S-1 5.0-6.5' 3% 3% Sandy GRAVEL,trace silt ♦-• S-•-+ B-14 S-1 5.0-6.5' 18% 87% - Fine Sandy SILT ', - - - - B-19 S-2 10.0-11.5' 32% 35% Silty Fine SAND Project Renton Retail Site O • Work Order. 11-10521-00 AG RA Earth 8 Environmental Date: 10-6-95 • 11335 NE 122nd Way Suite 100 Kirkland, Washington 98034-6918 CALIFORNIA BEARING RATIO (ASTM 1883) 125 124 -- - - 123 I' c 122 a121 rn 120 *.\\ I � ' Q 119 CI 118 • 117 116 115 5 6 7 8 9 10 11 12 13 14 15 I Moisture (%of Dry Weight) 100 so 60 70 60 CC 5° CO ao rira 30 ---=- __ -- 10 0 5 6 7 8 9 10 11 12 13 14 15 Moisture (% of Dry Weight) Project Renton Retail Site Work Order: 11-10521-00 *AG RA Date: 10-9-95 Earth & Environmental Exploration: B-1 Sample: Grab 11335 NE 122nd Way , - Max Density: 121.5 pcf Optimum Moisture: 10.5% Suite 100 • USCS: Silty Gravelly SAND Kirkland, Washington 98034-6918 APPENDIX C AASHTO PAVEMENT DESIGN • AASHTO 1986 METHOD FOR DESIGN OF PAVEMENT STRUCTURES FOR: Proposed Retail Project - Renton, WA DESIGN LIFE: 20 years DESIGN CALIFORNIA BEARING RATIO: 5% INPUT VALUES FOR STRUCTURAL NUMBER (SN) REFERENCE Estimated ESAL (20 yrs) = 51,100 Specified Reliability (R) = 85% Specified Standard Normal Deviate (Z,) - = 1,037 1-62 Overall Standard Deviation (S,) = 0.5 1-62, 111-51 Roadbed Modulus (MR) = 7500 psi 1-14 Effective Resilient Modulus (MR, seasonally adjusted) = 4500 psi 11-14 Initial Serviceability (P0)= 4.2 II-12 Terminal Serviceability (Ps) = 2.0 Specified Design Serviceability Loss (PSI) = 2.2 II-12 Structural Number = 2.6 11-35 Input values for thickness calculations Asphalt layer coefficient (a,) = 0.33 II-19 Base course layer coefficient (a2) = 0.12 11-20 Base course drainage coefficient (m2) = 1.15 11-26 Recommended Pavement Section Thicknesses (inches) Asphalt Concrete Crushed Base Compacted Granular Course Pit-run Subbase Standard 2 4 6 Heavy 3 4 8 APPENDIX D FOUNDATION DESIGN CRITERIA AND GEOTECHNICAL INVESTIGATION FACT SHEET GEOTECHNICAL INVESTIGATION FACT SHEET This form shall be included in the Geotechnical Investigation Report as an Appendix. PROJECT: Proposed Retail Store LOCATION: Renton WA (City) (State) Geotechnical Investigation Report submitted By: AGRA Earth and Environmental, Inc. SCS Soil Hydrologic Group Not Rated Soil Name Urban Land Infiltration (Circle One): Poor Fair Good Very Good (not tested) Ground Water Level: 6 feet Wet Season* 7%2 - 14 feet Dry Season Topsoil/Stripping Depth varies, 6 - 10 inches Undercut Required (Circle One): Ye No Compaction Method (Circle one): Standard Proctor (Modified Proctor.) Minimum Compaction Required for Upper 1 Feet of Site: Building Area 92 % Outlot Area 92 % Parking Area 92 % Waste Area% 92 Compaction Equipment Type and Weight: Vibratory Roller Compaction Tests: 1 Test for Each 5000 Sq. Ft. each Lift Structural Fill Maximum Lift Thickness 8 inches (Measured loose) Subgrade design CBR (or LBR) value = 5 COMPONENT . ASPHALT CONCRETE STANDARD HEAVY STANDARD HEAVY Stabilized Subgrade (If Applicable) (HRT) NA NA NA NA Subbase Material (Pit-run or Recycled 6 8 6 8 Concrete) Asphaltic Base Course NA NA NA NA (If Applicable) Crushed Base/Top Course 4 4 4 4 (If Applicable) 2 3 5 6 Surface Course Note: This information should not be used separately from other portions of this Soil Investigation Report. Storm Drainage • 410 • • • a E 0 • — - BONNELL PROPERTY HONDA STORAGE PARKING Renton, Washington Stormwater Management Report May 1, 1996 3. Tow ° ' r , • `4 p„ 28- - SWGISTEo�(5Cn 1ONAL 44460 IEXPIRES: 5/13/oti Prepared By: Washington Land Design 10700 Meridian Avenue N, Suite 503 Seattle, WA 98133 (206) 365-9510 FAX:(206) 365-0225 Honda Storage Parking May 1,1996 ,, Page 1 of 2 r' ck` King County Building and Land Development Division TECHNICAL INFORMATION REPORT (TIR) WORKSHEET . PART1• • PROJECT OWNER AND -- . PART'2 PROJECT LOCATION - : , •- PROJECT ENGINEER. . " AND DESCRIPTION • • Project Owner Frank Bonnell, Jr. ProjectName _Honda Storage Parking • Address Bonnell Family Partnership Location M 31 S.E. [th, Bellevue, WA 980 Township one ( 206) 45-4-2982 Project EngineerRange _ Derek Sinclair Section Company Washington Land Design Project Size AC 2.4 I Address Phone 1 07DQMeri_d an AV,._Mo._, U stream Drainage Basin Size AC Suite 503, Seattle, WA 98133 ( 205) 1365-9510 —._ `PART 3 TYPE OF PERMIT APPLICATION - _: PART 4 OTHER PERMITS - . . I-7 Subdivision I (1 DOF/G HPA J Shoreline Management I Short Subdivision '. I II COE 404 ElRoccery Grading I I f I DOE Dam Safety Ti Structural Vaults I Commercial - i_I.1 FEMA Floodplain 0 Other ni OtherI I I COE Wetlands 1-1HPA . i • , PART 5 SITE`COMMUNITY�AND DRAINAGE-BASIN • . Community i • 1 Drainage Basin P-1 Forebay PART SITE — River -- - Fi�ocp,ain — — — -- -- Steam _ ._ _ _ _.- - . _ - .. ___ ---- Wetlands -..__ . _ Cr..•cal Stream Re,..,, ' . S--•' So-nncs _ Depressions/Swa;es . ,Groundwater Tani° • Las;e -_----- -. -- -------- ..-:: Groundwater Recharge Steep Slopes Lakeside/Erosion Hazard . I • PART- OILS ' . ; , , . • • ( , So;.Type Sio;� s Erosion Po?ental Erosive Velocities - Glacial Tills <5. 0% Low • ` .. .; Additional Sheets Attatched 1y Page 2 of 2 King County Building and Land Development Division TECHNICAL INFORMATION REPORT (TIR) WORKSHEET (_ __i•ART 8 DEVELOPMENT UMITATIONS ' • . REFERENCE LIMITATION/SITE CONSTRAINT • ; n Ch.4 -Downstr©amAna!ysis_ Level 1 •.inalysis .--� 0 i ;j Ti Additional Sheets Attatched d PART 9 ESC REQUIREMENTS . • • - -• • • MINIMUM ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS , DURING CONSTRUCTION FOLLOWING CONSTRUCTION• CX� Sedimentation Facilities ul ;X1 Stabilize Exposed Surface • (X} Stabilized Construction Entrance 4 ! X Remove and Restore Temporary ESC Facilities E l Perimeter Runoff Control �!' •• Xi Clean and Remove All Silt and Debris I 0 Clearing and Grading Restrictions I.! 7 1 Ensure Operation of Permanent Facilities 0 Cover Practices 'I = •Flag Limits of NGPES al Construction Sequence :;` = Other ' = Other . 11 I•ART 10 SURFACE WATEFi-SYSTEM - : • . t i Grass Lined Channel Tank Infiltration Method of Analysis . Pipe System Vault Depression KCSWM_SCS • Open Channel ET Energy Dissapat:. ! Flow Dispersal CompensaticnRAitica•i^ i Waiver of Eliminated Site Storage Dry Pond Wetland Wet Pond L✓ Stream ! Regional Detention - Brof Description of System Operation Oversized buried pipe, for detentjQf for _runoff_. collected in_catch basins - _ .- _ __.____. ... .. Fac.. y Related S• Um:t_t.:r..s - ; Accrt.onal Sne ., • I I • It ! I - I _-- _. - -_ __- I PART 11 STRUCTURAL ANALYSIS . • - ` . PART 12EASEMENTS/TRACTS j (Mayrequire structural review) . . . .special . J Drainage Easement 0 Cast in Place Vault El Other El Access Easement , n Retaining Wall 1_ [l Native Growth Protection Easement 1 i n Rockery>4'High Tract L_ l El Structural on Steep Slope } Other .•ART 14 SIGNATURE OF PROFESSIONAL ENGINEER 1 or a civil engineer under my supervision have visited the site. Actual — site conditions as observed were incorporated into this worksheet and the attatchments. To the best of my knowledge the information provided --_____ . _ here is accurate. . skweo - , I - , Construction Description: This project proposes to upgrade an existing storage parking lot by repaving and by modernizing the existing storm drainage system. The project also includes the addition of landscaping and the construction of an automobile ramp to serve the existing Renton Honda. The existing water lines and sanitary sewer system are among the items identified to remain. Additional pavement and storm drainage systems to the west of realigned Maple Avenue will also be constructed. Proposed construction includes construction of the following elements: • Storm drainage detention pipe • Earthwork to adjust grades over majority of site • Stormwater conveyance system consisting of catch basins and buried pipe • Asphalt pavement Existing On-site Drainage Features: The existing site is approximately 50% paved These improvements drain to a series of catch basins y and underground pipe discharging to a city storm drain system in 7th Street SW. The on-site drainage area is bounded to the east by a multiple tenant retail facility,to the west by an existing commercial development,to the south by the Renton Honda property line, and to the north by a proposed Wal- Mart. Proposed On-site Drainage Features: ti The development proposes to construct a new storm drainage system to collect surface water run-off and detain increased run-off associated with the increased impervious areas on-site. Run-off from the increase in impervious surface area subject to vehicular traffic will be treated through a biofiltration _ swale designed in accordance with King County Surface Water Design Manual. The swale was approved as part of the Wal-Mart project to the north (Permit#960022) and was designed to accommodate flows from the Honda storage parking site. The project proposes to utilize oversized storm drainage pipe for detention storage. Storm drain pipe will be smooth walled corrugated plastic pipe or reinforced concrete pipe with a Manning roughness coefficient of n=0.012. Catch basins will have a sump at the base to collect silts. { I � Honda Storage Parking 1 May 1,1996 Core and Special Requirements: King County Surface Water Design Manual Core requirements 1-5 have been addressed as follows: Core Requirement Proposed Compliance 1- Discharge at the natural location The project proposes to discharge to the Wal-Mart storm drainage system which discharges into the existing city storm system in 7th Street SW. 2-Off-site analysis This report includes a Level 1 downstream analysis that was previously completed for the adjacent Wal-Mart project. This analysis is included with this report for review. 3-Run-off control Project proposes to match the existing peak discharge rate of release for the 2 and 10 year storm event. Buried pipe detention is utilized to achieve peak run-off control. Biofiltration is provided for water quality treatment of the 6- month storm event. 4-Conveyance system On-site storm system is designed to convey the 25-year storm event. 5-Temporary Erosion Control An erosion control plan is included to minimize the impacts of construction activities on storm water run-off. Special Requirement Proposed Compliance 1-Critical Drainage Area City has stated the final discharge point for the city storm drainage system is to the P-1 Forebay which is a natural area and subject to the City of Renton Critical Drainage requirements. Discharge to this location will meet requirements of the City. Honda Storage Parking 2 May 1,1996 I Detention Calculation: On-site detention is provided in accordance with King County Surface Water Design Manual Core Requirement#3.'This requires that the peak rate of run-off for the site match the existing peak run-off - for the 2 and 10 year storm. Conveyance of the post developed 100 year storm event is also - required. "Existing Condition" refers to the current site condition as the on-site development which includes an approved existing on-site storm drainage system. The Soil Conservation Service(SCS) hydrograph methodology is used to compute on-site detention. The Waterworks software provided by Engenious Systems is utilized to model rainfall events for the 2, 10 and 100 year 24 hour design storms for existing and proposed conditions. The attached appendix illustrates calculations for the inputs for the SCS model. The following table summarizes the data used as inputs for the model: I Existing II Proposed Design Rainfall Pervious Curve Impervious I Curve j Time of Pervious Curve Impervious Curve I Time of Storm (in.) Area(AC) Number Area(AC) Number Conc.(min) Area(AC) Number Area(AC) Number Conc.(min) 2-yr 2.0 ' 10-yr 2.9 1.2 89 1.2 98 18.28 0.4 89 2.0 98 ! 12.91 25-yr i 3.4 100-yr 3.9. The attached hydrographs model the rainfall events for the design storm events. The following summarizes the peak rates associated with the models: 8 " Design Storm: Existing Peak Existing Total Developed Proposed Peak . Proposed Total Rate (cfs). Run-off(cf) Peak Rate w/o Rate with Run-off(cf) Detention (cfs) Detention 2-yr 0.75 113.28 0.95 0.67 13868 10-yr 1.21 18117 1.43 1.19 21044 25-yr 1.48 21981 1.70 1.67 25054 100-yr 1.75 25883 1.97 1.94 29074 Based on this analysis,the sizing of the detention tanks and corresponding discharge structures are in the attached appendices. • Honda Storage Parking 3 May 1,1996 1I Biofiltration Design Calculations: - The proposed biofiltration swale is located at the northwest corner of the proposed Wal-Mart site. In accordance with 1990 KCSWM Core requirement#3,the design,flow rate for biofiltration is equal to the 6-month, 24 hour peak discharge rate. The swale has been approved by the City of Renton (Permit#960022). I The design flow rate has been calculated based upon the new impervious area subject to vehicular traffic. This rate is estimated at 0.64 times the 2 year, 24 hour discharge rate. Therefore,the biofiltration design"flow rate for this site=(0.64)(0.39 cfs)=0.25 cfs. The biofiltration swale being constructed with the adjacent Wal-Mart has been designed at slope=1.1%, length=150'with a -. bottom width of 14'. The Wal-Mart project utilizes 5.5'of this 14'width available. The width required to treat the Honda Storage parking lot is 5.4'per Manning's equation. This design width is increased by 200'/150'to account for the reduced length available. Therefore the required width is 7.2'. • The total required width=5.5' (Wal-Mart)+7.2' (Honda)=12.7'. This is'less than the 14'width available. Therefore,the biofiltration swale being constructed for the Wal-Mart project has adequate capacity for this development. Conveyance Velocity Calculations: The on-site storm system has an average slope of approximately 0.5 %. Calculations based on Manning's equation indicates a velocity of approximately 4.0 fps for the 25 year storm (a flow rate of 1.67 cfs). See appendix calculations. Conveyance Capacity Calculations: 1 " Pipes have been over sized to provide detention for the 10-year design storm. Therefore, adequate conveyance capacity for the 25-year design storm has been provided. i . Honda Storage Parking 4 May 1,1996 Level 1 Downstream Analysis: On-site run-off discharges to a 36" public storm drain in 7th Street SW which increases to 54" diameter approximately 221 feet downstream along 7th. This trunk line increases to 60"diameter approximately 308 feet further to the west where it remains at this diameter to the discharge point at the P-1 Forebay. The P-1 Forebay collects run-off from drainage basins to the south and east of the bay,which includes the proposed development. One of the main collector trunk lines is located within 7th Street adjacent to the project site. The City of Renton indicated no problem areas downstream of the proposed development. There is a problem area near the site to the southeast of the project site, but in a different drainage basin. This project would have no contributing impact on the existing problem. A map of the City storm drainage system is attached. Honda Storage Parking 5 May 1,1996 ' RENTON HONDA STORAGE PARKING BONNELL PROPERTY REDEVELOPMENT RENTON,WASHINGTON 4/30/96 BASIN SUMMARY BASIN ID:pre10 NAME:existing 10 year storm SCS METHODOLOGY TOTAL AREA • 2.30 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE • TYPE I A PERV IMP PRECIPITATION • 2.90 inches AREA..:. 1.15 Acres 1.15 Acres TIME INTERVAL • 10.00 min CN • 89.00 98.00 . TC • - 14.76 min 3.52 min ABSTRACTION COEFF: 0.20 TcReach-Sheet L:220.00 ns:0.0600 p2yr:2.00 s:0.0100 impTcReach-Sheet L:200.00 ns:0.0110 p2yr:2.00 s:0.0100 PEAK RATE: 1.21 cfs VOL: 0.42 Ac-ft TIME: 510 min BASIN ID:pre100 NAME:existing 100 year storm SCS METHODOLOGY TOTAL AREA • •2.30 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE • TYPEIA PERV IMP PRECIPITATION • 3.90 inches. AREA..: 1.15 Acres 1.15 Acres TIME INTERVAL .• 10.00 min CN • 89.00 98.00 TC • 14.76 min 3.52 min ABSTRACTION COEFF: 0.20 TcReach-Sheet L:220.00 ns:0.0600 p2yr:2.00 s:0.0100 impTcReach-Sheet L:200.00 ns:0.0110 p2yr:2.00 s:0.0100 PEAK RATE: 1.75 cfs VOL: 0.59 Ac-ft TIME: 510 min BASIN ID:pre2 NAME:existing 2 year storm - SCS METHODOLOGY TOTAL AREA • 2.30 Acres. BASEFLOWS: 0.00 cfs RAINFALL TYPE • TYPEIA PERV IMP • PRECIPITATION • 2.00 inches AREA..: 1.15 Acres 1.15 Acres TIME INTERVAL • 10.00 min CN • 89.00 98.00 TC • 14.76 min 3.52 min ABSTRACTION COEFF: 0.20 - TcReach-Sheet L:220.00 ns:0.0600 p2yr:2.00 s:0.0100 impTcReach-Sheet _L:200.00 ns:0.0110 p2yr:2.00 s:0.0100 PEAK RATE: 0.75 cfs VOL: 0:26 Ac-ft TIME: 510 min BASIN ID:pre25 NAME:existing 25 year storm SCS METHODOLOGY TOTAL AREA • 2.30 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE • TYPE 1 A PERV • IMP PRECIPITATION •• 3.40 inches AREA..: 1.15 Acres 1.15 Acres TIME INTERVAL • 10.00 min CN • 89.00 98.00 TC • 14.76 min 3.52 min ABSTRACTION_COEFF: 0.20 . TcReach-Sheet L:220.00 ns:0.0600 p2yr:2.00 s:0.0100 impTcReach-;Sheet L:200.00 ns:0.0110 - p2yr:2.00 , s:0.0100 PEAK RATE: 1.48 cfs VOL: 0.50 Ac-ft TIME: 510 min i • - RENTON HONDA STORAGE PARKING BONNELL PROPERTY REDEVELOPMENT 'II RENTON,WASHINGTON 4/30/96 BASIN SUMMARY BASIN ID:epostl0 NAME:east side site, l0yr developed SCS METHODOLOGY TOTAL AREA • 0.71 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE • TYPE1A PERV IMP PRECIPITATION • 2.90 inches AREA..: 0.07 Acres 0.64 Acres TIME INTERVAL • 10.00 min CN • 89.00 98.00 TC • 5.39 min 1.69 min ABSTRACTION COEFF: 0.20 TcReach-Sheet L: 25.00 ns:0.1500 p2yr:2.00 s:0.0100 impTcReach-Sheet L: 80.00 ns:0.0110 p2yr:2.00 s:0.0100 PEAK RATE: 0.44 cfs VOL: 0.15 Ac-ft TIME: 500 min BASIN ID:epost100 NAME:east side site, 100yr develope SCS METHODOLOGY TOTAL AREA • 0.71 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE • TYPE1A PERV IMP PRECIPITATION • 3.90 inches AREA..: 0.07 Acres 0.64 Acres TIME INTERVAL • 10.00 min CN • 89.00 98.00 TC • 5.39 min 1.69 min ABSTRACTION COEFF: 0.20 TcReach-Sheet L: 25.00 ns:0.1500 p2yr:2.00 s:0.0100 impTcReach-Sheet L: 80.00 ns:0.0110 p2yr:2.00 s:0.0100 PEAK RATE: 0.60 cfs VOL: 0.21 Ac-ft TIME: 500 min BASIN ID:epost2 NAME:east side site,2yr developed SCS METHODOLOGY TOTAL AREA • 0.71 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE • TYPE1A PERV IMP PRECIPITATION • 2.00 inches AREA..: 0.07 Acres 0.64 Acres TIME INTERVAL • 10.00 min CN • 89.00 98.00 TC • 5:39 min 1.69 min • ABSTRACTION COEFF: 0.20 TcReach-Sheet L: 25.00 ns:0.1500 p2yr:2.00 s:0.0100 impTcReach-Sheet L: 80.00 ns:0.0110 p2yr:2.00 s:0.0100 PEAK RATE: 0.29 cfs VOL: 0.10 Ac-ft TIME: 500 min BASIN ID:epost25 NAME:east side site,25yr developed SCS METHODOLOGY TOTAL AREA • 0.71 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE • TYPE1A PERV IMP , PRECIPITATION • 3.40 inches AREA..: 0.07 Acres 0.64 Acres TIME INTERVAL • 10.00 min CN • 89.00 98.00 TC....: 5.39 min 1.69 min ABSTRACTION COEFF: 0.20 TcReach-Sheet L: 25.00 ns:0:1500 p2yr:2.00 s:0.0100 impTcReach-Sheet L: 80.00 ns:0.0110 p2yr:2.00 s:0.0100 PEAK RATE: 0.52 cfs VOL: 0.18 Ac-ft TIME: 500 min - i RENTON HONDA STORAGE PARKING BONNELL PROPERTY REDEVELOPMENT RENTON,WASHINGTON 4/30/96 BASIN SUMMARY BASIN ID:wpostl0 NAME:west side site, l0yr developed SCS METHODOLOGY • TOTAL AREA • 1.59 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE • TYPE IA PERV IMP PRECIPITATION • 2.90 inches AREA..: 0.24 Acres 1.35 Acres TIME INTERVAL • 10.00 min CN • 89.00 98.00 TC • 5.39 min 3.52 min ABSTRACTION COEFF: 0.20 TcReach-Sheet L: 25.00 ns:0.1500 p2yr:2.00 s:0.0100 impTcReach-Sheet L:200.00 ns:0.0110 p2yr:2.00 s:0.0100 PEAK RATE: 0.97 cfs VOL: 0.33 Ac-ft TIME: 500 min BASIN ID:wpost100 NAME:west side site, 100yr develope SCS METHODOLOGY TOTAL AREA • 1.59 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE • TYPE1A PERV IMP PRECIPITATION' • 3.90 inches AREA..: 0.24 Acres ' 1.35 Acres - TIME INTERVAL • 10.00 min CN • ' 89.00 98.00 ,- - TC • 5.39 min 3.52 min ABSTRACTION COEFF: 0.20 TcReach-Sheet L: 25.00 ns:0.1500 p2yr:2.00 s:0.0100 impTcReach-Sheet L:200.00 ns:0.0110 p2yr:2.00 s:0.0100 PEAK RATE: 1.34 cfs VOL: 0.45 Ac-ft TIME:' 500 min BASIN ID:wpost2 NAME:west side site,2yr developed SCS METHODOLOGY TOTAL AREA • 1.59 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE • TYPE1A PERV IMP PRECIPITATION • .2.00 inches AREA..: 0.24 Acres 1.35 Acres ,TIME INTERVAL • 10.00 min CN • 89.00 98.00 TC • 5.39 min 3.52 min ABSTRACTION COEFF: 0.20 TcReach-Sheet , L: 25.00 ns:0.1500 p2yr:2.00 s:0.0100 impTcReach-Sheet .L:200.00 ns:0.0110 p2yr:2.00 s:0.0100 PEAK RATE: 0.64 cfs VOL: 0.21 Ac-ft TIME: 500 min BASIN ID:wpost25 NAME:west side site,25yr developed SCS METHODOLOGY TOTAL AREA • 1.59 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE • TYPE1A PERV IMP PRECIPITATION • 3.40 inches AREA..: 0.24 Acres 1.35 Acres TIME INTERVAL • 10.00 min CN • 89.00 98.00 TC • 5.39 min 3.52 min ABSTRACTION COEFF: 0.20 TcReach-Sheet L: 25.00 ns:0.1500 p2yr:2.00 s:0.0100 impTcReach-Sheet L:.200.00 ns:0.0110 p2yr:2.00 s:0.0100 PEAK RATE: 1.15 cfs VOL: 0.39 Ac-ft TIME: 500 min RENTON HONDA STORAGE PARKING BONNELL PROPERTY REDEVELOPMENT i RENTON,WASHINGTON • 4/30/96 STORAGE STRUCTURE LIST UNDERGROUND PIPE ID No.honda2 Description:storage pipe for east side of honda site Diameter: 2.50 ft. Length: 50.00 ft. Slope...: 0.0050 ft/ft UNDERGROUND PIPE ID No.hondasto Description:storage pipe for west side of honda site Diameter: 3.00 ft. Length: 130.00 ft. Slope...: 0.0050 ft/ft 5/1/96 DISCHARGE STRUCTURE LIST COMBINATION DISCHARGE ID No.east Description:combination for east side Structure:orifl Structure:eastweir BROAD CRESTED WEIR ID No.eastweir Description:weir on east side • cd:3.2100 Weir length: 2.0000 ft. El: 24.50 ft. Weir Increm:0.10 MULTIPLE ORIFICE ID No.orifl Description:design orifice for east side of Honda site Outlet Elev: 20.8 Elev: 20.8 ft Orifice Diameter: 3.2000 in. Elev: 23.0 ft Orifice 2 Diameter: 6.0000 in. COMBINATION DISCHARGE ID No.west Description:combination for west side Structure:orifl Structure:westweir MULTIPLE ORIFICE ID No.orifl Description:design orifice for west side of Honda site Outlet Elev: 19.7 Elev: 19.7 ft Orifice Diameter: 3.1000 in. Elev: 22.1 ft Orifice 2 Diameter: 3.4000 in. BROAD CRESTED WEIR ID No.westweir Description:weir on west side cd:3.2100 Weir length: 2.0000 ft. El: 23.4 ft. Weir Increm:0.10 5/2/96 LEVEL POOL TABLE SUMMARY FOR WEST SIDE OF HONDA STORAGE PARKING MATCH INFLOW OUTFLOW-STO--DIS-<-PEAK-> STORAGE DESCRIPTION (cfs) (cfs) (cfs) --id- --id-<-STAGE>id VOL(cf) 2yrwest 0.39 0.39 0.64 hondasto west 1.67 1 565.09 cf 10yrwest 0.81 0.81 0.97 hondasto west 2.22 4 852.95 cf 25yrwest 2.00 1.15 1.15 hondasto west 2.55 5 984.44 cf 100yrwest 2.00 1.34 1.34 hondasto west 2.56 6 989.69 cf 5/2/96 LEVEL POOL TABLE SUMMARY FOR EAST SIDE OF HONDA STORAGE PARKING MATCH INFLOW OUTFLOW-STO- -DIS-<-PEAK-> STORAGE (cfs ) ( ) (cfs) (cfs) --id- --id-<-STAGE>id VOL(cf) 2yreast 0.28 0.29 0.28 honda2 east 1.10 3 76.29cf 10yreast 0.39 0.44 0.39 honda2 east• 2.03 2 189.21 cf 25yreast 2.00 0.52 0.52 honda2 east 2.27 7 214.40 cf 100yreast 2.00 ' 0.60 0.60 honda2 east 2.34 8 220.88 cf } } • r , • is � XISTI \ PYR SI5 \ ST Ry 0 , 75 CFS q_ u 0,00 6 214 Time in Hours F XISTI \ li 1CYP ; [- SIB \ ST Rv 1 , 21 CPS Ln u c O 0,00 0 i I 1� 1 24 Tine in Hours XISTI \ r 1CCYR 1 , 75 CPS 0,00 0 214 Time in Hours IF VF L PH 1 PYR IF SIC-1 \ ST R -v 1- AST SIF I I \ --\ A ST RA51- " I- Tb \ TI - \ - , 0 . 29 CFS • 0,00 6 ' 214 Time in Hours DI- VF L DI- : YR F SI " , \ ST Ry I- (1ST SIUF F I \ DA ST RH -DAR < I \ : , WITI I TF \ TI 0 . 44 CPS u 3 Tine in Hours VF L ' F PLDYR OF SIB \ ST Ry F AST SI F I I \ ; /1 ST R1iF (1R < I \ L, WITI I , T \ TI 0 . 52 CFS LT: 0,00 Time in Hours UF VI- L -pH 12 : YR F SI : , \ ST RV I- (1ST SIT I \ _, A ST RriF P /1R < I \ A WITI F IF \ TI 0 . 60 CPS 0.00 u Time in Hours F VF L DF D PYR TF SIB \ ST Ry WF ST SI7F I \ DA ST RF .D (1R < I \ Li WITI I \ TI 0 . 64 CPS Ln u O ` LT: 0 6 19 I 0,00 Time In Hours DFVF L I ' F 1 : YR UF SI ( , \ ST Ry F ST S :[ : F I I \ : (1 ST RF (1R < I \ G WITI I TH \ TI 0 . 97 CFS u Time in Hours _2, 1- VI- L PbYR DI- SI : iN ST Ry WF ST SII ) - I I \ I ) /1 ST ' RF -D /1R < I \ F-1 WITI I „ T 71- TF \ TI its cFs 0.00 Time in Hours F VH L PH 1C : YR SIB \ ST Ry WH ST SIIIF I II ST RH DAR < I \ 17] WITI I .. T F TF \ TI \ 1 . 34 CFS c� 0,00 u Time in Hours F VF H f F I ) PYR F SIB \ ST Ry F nST 11 \ In ST RF N /1R < I \ i WITI I \ TI \ oza CFS U k 4 U L C Cr_ 0.00 � L Time in Hours UF VF L DF :, 12YR 2, 1- SIB \ ST Rv I- SST SI ; F I I \ : Il ST IRF DnR < I \ ] WITI I : FTF \ TI \ 0 . 39 CPS Time in Hours IVHL FT . P5YR " F SIB \ ST FAST H STTRriF R < I \ � WITH TF TF \ TI \ 052 CAS u • u Time in Hours F VF 12 : YR F SIB \ ST Ry F (1ST SIa ST RA :-ii_ D /lR < I \ ( , WITH IJETF ' \ TI 0 , 60 CFS N 4- 0 Time in Hours TF yE L H - PYR SIB \ ST ? v WE ST I I \ l' A ST RF f' /lR < I \ L WITI F 0 39 CFS 0.00 u Time in Hours 71- VF L ' F D 1 :: YR SIB \ ST _ Rv WI- ST 51F I I \ : /1 ST RF DAR < I \ :3 WITI F TF \ TI \ 0 , 81 CFS Time In Hours VI L PJYR 71- SIM ST Ry WF ST SI ', F I \ --Nn ST Rn ( ii- PR < I \ H WITI I 2k TI- \ TI \ its cFs 0.00 O Time in Hours UF VF L PF . 1 : CYR DF SI : , \ ST Rv WF ST SIIF III \ _, A ST RF f' (1R < I \ : WITI I Ti- \ TI \ 134 CFS (mo U O o 6 " i2 " lb " 24 Time in Hours MAY 06 'q6 03:43PM WA LAND SIGN P. 1 1, Washington Land Design MEMORANDUM VIA FAX (2 Pages) DATE: May 6, 1996 TO: Doug McFadyen, Koehler-McFadyen FROM: Derek Sinclai S SUBJECT: Bonnell Retail Development; Honda Storage Parking in Renton, Washington This memorandum is written to summarize the contents of the package that will arrive at your location shortly. Bucky's Courier Service has picked up a package containing the SEPA Checklist and materials that will be needed for Environmental Review, Site Plan Approval, and Public Works Approval for the Honda Storage Parking Project. We understand that you will be submitting these materials to the City of Renton once the mailing labels with for the adjacent property owners, two copies of the signed and notarized list of current property ownership surrounding the project site, and a check for the Public Works fees has been submitted by Frank Bonnell. The following is a summary of the materials required by each of the respective departments: Department of Community Development (Planning): • 1.1 copies of the Master Application and the attached legal description. Please note, these copies must be submitted in addition to the original that has been signed and notarized by Frank Bonnell. Enclosed with the Master Applications is the check for $1,500 from Frank Bonnell. • 11 copies of the SEPA Checklist and associated.materials. • One set of self-adhesive mailinglabels, which should include the King County Assessor's Account numbers for all the property owners within 300 feet of the boundaries of the project site. We understand your office will be procuring these labels. CO . • Two copies of the list of current property ownership listing the surrounding property ownership information and attesting that the information was obtained from the King County Assessor's Office. The two copies must be made from a signed and notarized original. We understand your office will be obtaining these from the title company. • The $1,500 check written to the City of Renton by Frank Bonnell. This check will cover Environmental Review fees, as well as the Site Plan Approval fees. • 11 copies of the Neighborhood Detail Map. These copies have been provided, folded to 81/2"x11" size. • 11 copies of the Site Plan and the Grading and Drainage Plan, folded to 81/2"x11". MAY 06 '96 403:45PM in LANI SIGN P.2, Page 2 Doug McFadyen May 6, 1996 • 11 full sets of bound blue-line civil engineering and landscaping plans. • 11 folded copies (81/2"xl 1") of the Landscaping Plan. • One 8�/z"x11" reduction of the Landscape Plan, Utility Plan, and Site Plan. • The three colored display maps (Neighborhood Detail Map, Site Plan, and Landscaping Plan). e Public Works: 1l �'� rar: ' "'Y� Tie)i‘. • Four sets of civil engineering plans and landscaping plans. • Two copies of the geotechnical report. • Two copies of the Storm Water Management report. • The completed, signed Public Works application for the City of Renton. In addition to this application, the Inspection/Review fee worksheet must be included as well as a check for the specified amount of Review and Inspection fees. We understand that Frank Bonne!' will be providing this check. Also enclosed is a cost estimate that will be required by the City of Renton to justify the Public Works inspection and Approval fees. • Three copies of the Parcel Legal Description on 81/2"xl 1" paper. We have also included.an additional SEPA Manual for your use. This manual will also be provided to Gerry Keleher. In addition, we will be sending a set of civil engineering and landscaping plans to your office, as well as to Gerry Keleher at the Westlake office. If you have questions or comments with regard to the materials that were enclosed in the Bucky's Courier Service delivery, please call. Thank you. rnkmhndm.fax USE VINYL ERASER ONLY • • ' , 1•t. ;TIRE MAP e:,\t CIte , 1 0• '1996 �NAP za ra ies P06POSf 9P KC. 71 ���' ENTIRE MAF OF RENTON ;�s ''�°?`�S' 1�° ASSISsaaN LOCATING >saa KING COUNTY h�*^+ CITY OF RENT SW18 -23 -5 e ra- a � � .�� •rp�,�, . .ri B. 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DIn7107 Dale A70 No. ' COUHI7 AUDITOR on 0&VI010N of RECORDS l a1/L'TIONI 1_ ;'46 CIVIL ENGINEERS FUND SURVEYORS KJY SEPT.1995 92215.08 r . �uP SEATTLE,WASHINGTON 323-4144 t1,Ia1IG by Book 9t•IN i • Cow s Auallor or - d RlaorGl Glew N nE. w Z'l. WAH 1"=100' 2 a 3 • GOV'T.LOT 1,(NE.V4,N.W.1V4).OF SEC.19,T.23 Ni, R.5 E., W.M. LUA-95-173—LLA ' . KING COUNTY , WASHINGTON LND 30-0132 • . ! • . • • YY.MO.AID mimeo T.La i l f1' o*t Or&a L..i A.O. I •• I r y603i3c)�T . ',a,-l L,I u ?..d- '.f.Y AfIPO0 �.W,.-all S. WAIN I Mpg/6 Bi TD OM 4a1a ! OLE Of/�. M.r`..D. • • D.G. te. • AMOY AIA.Old Of TOO RUO/N MT OM.Oa 11100TaufO. MAMAS O /O 111PLl Of T M LAOS Mum/LIMTO. POO1 DICWua IMAO i ►0000Laf LIMA ADJ01TM0Mt TO OS 100 0L101O PUA11OTATTOM 01 ►AML. AO Tut SLID AOIIIMIM0T IS NWT WIN III WI COMM O/ AND II AOCOOO ICl MO TOO MUM O►Mil 01012111. . 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E1 RUSK ROAD O IITCWNOS.NC. harm R.oy�D Ad M Ngwd a •• BUSH ROED i HITCHINOS,INC. marl Dam AO No. ' COUNTY AUDITOR OD OIt.aION Ot RECORDS A ELECTIONS AL' p ''IR'•�— CIWLENGINEERS tt LAND SURVEYORS KEY SEPT.1995 82215.OB 3�� �` SEATTLE•WASHINGTON •323-4144 ' COI.q AOOI.O.a Sill—d R.RecordsC.,Ikar N,. W OT WAN TOYS 1'=100' 3 ad 3 • CE__'AGO TITLE INSURANCE CO Page 1 TRW REDI PROPERTY PROFILE 05/08/96 Prepared for: Parcel Number : 192305-9029-05 Q-S-T-R : NW-19-23-05 Owner/Taxpayer : BONNELL FAMILY LLC Mailing Address: 9631 SE 7TH ST BELLEVUE WA 98004 Site Address : 743 RAINIER AV S RENTON WA 98055 Phone Number . Property Desc : PAYLESS Market Area : R2-SOUTH REN Use Code-Desc : 253-RETAIL-STORE 25K+ # Units .• Land Size 13 . 78 # Buildings : 2 Zoning : CA Lot Coverage: 15680 Thomas Bros : 0656B04 Census Tract : 259 . 00 ASSESSMENT/TAX DATA CHARACTERISTIC DATA Total Value : $4, 540,400 *SUMMARY DATA .• Land Value $3, 901, 700 Gross/Rentable : 115, 680/ 115, 680 Imp Value . $638, 700 Year Built 1966 Class/Quality : MASONRY/AVERAGE Tax Exemption Fire Sprinklers: YES Yrs Delinquent : *BUILDING 1 : PAYLESS/FOOD MAR Tax Levy Code : 2110 Gross/Rentable : 100, 400/ 100, 400 1995 Tax $63, 069 .52 Yr Built/Eff Yr: 1966/1966 1995 SrCtzn Tax: Class/Quality : MASONRY/AVERAGE # Stories . 1 School Dist : RENTON #403 Type Heat : FORCED AIR Jurisdiction : RENTON 1: DISCOUNT STORE / 70, 000 2 : DISCOUNT STORE / 6, 400 3 : SUPRMKT / 24, 000 LAND DATA 4 : *BUILDING 2 : LINE RETAIL Waterfront Type Gross/Rentable : 15, 280/ 15, 280 Yr Built/Eff Yr: 1968/1968 View Type Class/Quality : MASONRY/AVERAGE Quality # Stories 1 Type Heat : SUSP HTR Visual Exposure 1: RETAIL STORE / 15,280 2 : Green Belt 3 : Recreation 4 : *BUILDING 3 .• Corner Lot Gross/Rentable : Access Yr Built/Eff Yr: / Class/QualityRecepig Open Space # Stories . Other : IRREGULAR Typ1:e Heat Vi 1 10 2 : 1,00\111\1C' 4 : CriiCAGO TITLE INSURANCE CO Page 2 TRW REDI PROPERTY PROFILE 05/08/9.6 Parcel Number : 192305-9029-05 ALL PARCELS INCLUDED WITH LAST SALE Parcel Number UseCode Total Value %Land %Imp. Total Ac. 192305-9029 253 $4,540, 400 85 .9 14 . 0 13 . 780 192305-9048 425 $1, 965,400 80 .5 19 .4 4 . 543 192305-9072 425 $524, 600 34 .3 65 . 6 0 .413 192305-9073 532 $455, 800 68 .2 31 . 7 0 . 840 4 $7,486,200 19 . 576 SALES HISTORY Buyer Name Date Sale Price Deed Excise# M Ttl Auditor No. OT BONNELL FAMILY LLC 951120 PARTNERSHI QUIT C 1457994 Y 951122-1135 * AETNA LIFE INS CO 940304 TRUSTEE EXECUT 1361684 Y WE 940307-1026 AETNA LIFE INS CO 940304 TRUSTEE EXECUT 1361682 Y WE 940307-1025 AETNA LIFE INS CO 940304 TRSTE SALE EXECUT 1361680 Y WE 940307-1024 AETNA LIFE INS CO 940304 TRSTE SALE EXECUT 1361679 Y WE 940307-1023 BONNELL FAMILY PTNRS 940214 $1, 971, 658 WARRAN 1358495 Y TR 940215-2079 AETNA LIFE INS CO 931015 QUIT CLAIM QUIT C 1338459 Y 931026-1043 BONNELL FAMILY PTPS 900830 NO CON DEED 1170366 Y 901231-1239 BONNELL FAMILY PTPS 900830 NO CON DEED 1170365 Y 901231-1238 BONNELL FRANK B JR CURRENT OWNERS FINANCING HISTORY Auditor No. Type Transactn Loan Amt 1 Loan Amt 2 Down Paymnt % Int Ttl 951122-1135 PURCHASE LEGAL DESCRIPTION Plat Name: Vol/Page: Legal : LOT 192305 BLK 29 E 970 FT OF POR OF GL 1 LY NLY OF NP R/W LESS N 30 0 FT LESS ST RD # 5-C LESS BEG NE COR GL TH S 1-23-49 W 874 .2 FT M/L TO NWLY LN NP R/W TH S 77-24-49 W ALG SD R/W LN 51.53 FT TO W MGN RA INIER AVE SW & TPOB TH CONTG S 77-24-49 W 89 . 66 FT TH N 1-23-49 E 61 FT TH N 88-36-11 W 50 FT TH N 1-23-49 E 226 FT TH S 88-36-11 E 157 F T TO W MGN 92ND AVE S TH S 1-23-49 W ALG SD W MG N TAP ON SD MGN OF RAINIER AVE SW SD PT BEING ON A 766 .3 FT RAD C URVE CONCAVE TO E A R AD AT SD PT BEARING S 75-29-08 E TH SLY ALG SD CURVE & MGN 175 .44 FT TAP OF TANGENCY TH S 1-23-41 W 78 .42 FT TO TPOB * 1 * : MetroScan/King : Owner:RA MAC INC Parcel # : 192305 9017 09 Site : 105 SW 7TH ST RENTON 98055 Sale Date : Mail :PO BOX 653 RENTON WA 98057 Sale Price: Use :413 PUB,RESTAURANT, FAST FOOD Asd.V: $799 , 300 YB: 1964 Q:NW S: 19 T:23N R: 05E Lgl :STR 192305 TAXLOT 17 S 265 FT OF N Bedrm: Bth F3H: / / Stories: 1 B1dgSF: 5, 200 Ac: . 86 Ph: * 2 * : MetroScan/King : Owner:GREENWELL/RENTON LLC Parcel # : 192305 9021 03 Site :200 SW GRADY WAY RENTON 98055 Sale Date : 01/02/96 M Mail :PO BOX 2399 KAILUA KONA HI 96745 Sale Price: Use :403 PUB,AUTOMOTIVE,RETAIL Asd.V: $4, 603, 500 YB: 1990 Q:NW S:19 T:23N R: 05E Lgl:STR 192305 TAXLOT 21 LOT 1 OF CITY Bedrm: Bth F3H: / / Stories:2 BldgSF:36, 975 Ac:1.41 Ph: * 3 * : MetroScan/King : Owner:PIEROTTI GLADYS Parcel # :192305 9027 07 Site : 707 RAINIER AVE S RENTON 98055 Sale Date : Mail : 17034 SE 184TH ST RENTON WA 98058 Sale Price: Use :251 COM,RETAIL STORE,LESS THAN 10K SQFT Asd.V: $1, 000, 500 YB: 1969 Q:NE S: 19 T:23N R: 05E Lgl :STR 192305 TAXLOT 27 POR OF NW 1/4 Bedrm: Bth F3H: / / Stories :1 BldgSF:4, 588 Ac: 1.31 Ph:206-255-3395 * 4 * : MetroScan/King : Owner:BONNELL FAMILY LLC Parcel # : 192305 9029 05 Site : 743 RAINIER AVE S RENTON 98055 Sale Date : 11/22/95 M Mail :9631 SE 7TH ST BELLEVUE WA 98004 Sale Price: Use :253 COM,RETAIL STORE, 25K+ SQFT Asd.V: $4, 540, 400 YB: 1966 Q:NW S: 19 T:23N R: 05E Lgl:STR 192305 TAXLOT 29 E 970 FT OF Bedrm: Bth F3H: / / Stories: 1 BldgSF: 100,400 Ac: 13 . 78 Ph:206-454-9252 * 5 * : MetroScan/King : Owner:SOUND FORD INC Parcel # : 192305 9035 07 Site : 750 RAINIER AVE S RENTON 98055 Sale Date : Mail : 750 RAINIER AVE S RENTON WA 98055 Sale Price: Use :403 PUB,AUTOMOTIVE,RETAIL Asd.V: $2, 316, 000 YB: 1968 Q:NE S :19 T:23N R: 05E Lgl:STR 192305 TAXLOT 35 POR OF NW QTR Bedrm: Bth F3H: / / Stories: 1 BldgSF:36, 000 Ac:3 .48 Ph:206-277-1335 * 6 * : MetroScan/King : Owner:SHARP DONN A Parcel # : 192305 9047 03 Site :900 LIND AVE SW RENTON 98055 Sale Date : 03/09/88 Mail :900 LIND AVE SW RENTON WA 98055 Sale Price: $625, 000 Use :503 IND,WAREHOUSE, 10K TO 25K SQFT Asd.V: $545, 500 YB: 1977 Q:NW S:19 T:23N R: 05E Lgl :STR 192305 TAXLOT 47 POR OF GL 1 Bedrm: Bth F3H: / / Stories: 1 BldgSF: 17, 320 Ac: 1.43 Ph:206-235-4510 * 7 * : MetroScan/King : Owner:AETNA LIFE INSURANCE COMPANY Parcel # : 192305 9048 02 Site :241 S 7TH ST RENTON 98055 Sale Date : 10/26/93 M Mail :242 TRUMBULL ST HARTFORD CT 06103 Sale Price: Use :425 PUB,RESTAURANT,LOUNGES Asd.V: $1, 965, 400 YB: 1981 Q:NW S: 19 T:23N R: 05E Lgl :STR 192305 TAXLOT 48 S 270 FT OF N Bedrm: Bth F3H: / / Stories: 1 BldgSF:4, 900 Ac:4 .54 Ph: The Information Provided Is Deemed Reliable, But Is Not Guaranteed. * 8 * : MetroScan/King : f Owner:BONNELL FAMILY PARTNERSHIP Parcel # : 192305 9058 09 Site :325 SW 7TH ST RENTON 98055 Sale Date : 08/16/95 Mail :9631 SE 7TH ST BELLEVUE WA 98004 Sale Price: $160, 000 Use :953 MISC,RIGHT-OF-WAY,UTILITY Asd.V: $128, 400 YB: Q:NW S:19 T:23N R: 05E Lgl:STR 192305 TAXLOT 58 PORTION OF Bedrm: Bth F3H: / / Stories: BldgSF: Ac: . 66 Ph:206-454-9252 * 9 * : MetroScan/King : Owner:ALEXANDER BROADCASTING CO Parcel # : 192305 9060 05 Site : 720 LIND AVE SW RENTON 98055 Sale Date : 09/30/94 Mail : 700 112TH AVE NE BELLEVUE WA 98004 Sale Price: $1, 800, 000 FULL Use :505 IND,WAREHOUSE, 50K TO 100K SQFT Asd.V: $1, 895, 200 YB: 1968 Q:NW S: 19 T:23N R: 05E Lgl :STR 192305 TAXLOT 60 POR OF GL 1 Bedrm: Bth F3H: / / Stories: 1 BldgSF: 63 , 400 Ac:2 .29 Ph: * 10 * : MetroScan/King : Owner:EMERY DISTRIBUTION INC Parcel # : 192305 9064 01 Site : 846 LIND AVE SW RENTON 98055 Sale Date : 03/28/95 Mail : 846 LIND AVE SW RENTON WA 98055 Sale Price: Use :503 IND,WAREHOUSE, 10K TO 25K SQFT Asd.V: $1, 391, 100 YB: 1969 Q:NW S:19 T:23N R: 05E Lgl:STR 192305 TAXLOT 64 POR OF NW 1/4 Bedrm: Bth F3H: / / Stories: 1 BldgSF:46,421 Ac:2 .21 Ph: * 11 * : MetroScan/King : Owner:HILL FAMILY TRUST #1 Parcel # : 192305 9067 08 Site : 858 LIND AVE SW RENTON 98055 Sale Date : 11/04/87 Mail :PO BOX 700 MERCER ISLAND WA 98040 Sale Price: $1, 100, 000 Use :504 IND,WAREHOUSE,25K TO 50K SQFT Asd.V: $1,267, 500 YB: 1973 Q:NW S:19 T:23N R: 05E Lgl:STR 192305 TAXLOT 67 BAAP 1098 .32 Bedrm: Bth F3H: / / Stories: 1 B1dgSF:41, 680 Ac: 1. 63 Ph:206-232-7500 * 12 * : MetroScan/King : Owner:AETNA LIFE INSURANCE COMPANY Parcel # : 192305 9072 01 Site :225 S 7TH ST RENTON 98055 Sale Date : 10/26/93 M Mail :242 TRUMBULL ST HARTFORD CT 06103 Sale Price: Use :425 PUB,RESTAURANT,LOUNGES Asd.V: $524, 600 YB: 1970 Q:NW S: 19 T:23N R: 05E Lgl :STR 192305 TAXLOT 72 S 150 FT OF N Bedrm: Bth F3H: / / Stories : 1 B1dgSF:4, 720 Ac: .41 Ph: * 13 * : MetroScan/King : Owner:BONNELL FAMILY LLC Parcel # : 192305 9073 00 Site : 705 RAINIER AVE S RENTON 98055 Sale Date : 11/22/95 M Mail :9631 SE 7TH ST BELLEVUE WA 98004 Sale Price: Use :532 IND,SERVICE BLDG,2K TO 10K SQFT Asd.V: $455, 800 YB: 1966 Q:NW S :19 T:23N R: 05E Lgl :STR 192305 TAXLOT 73 POR GL 1 BEG Bedrm: Bth F3H: / / Stories:1 BldgSF:4, 800 Ac: . 83 Ph:206-454-9252 * 14 * : MetroScan/King : Owner:GREENWELL/RENTON LLC Parcel # : 192305 9080 01 Site :250 10TH ST KIRKLAND 98033 Sale Date : 01/02/96 M Mail :PO BOX 2399 KAILUA KONA HI 96745 Sale Price: Use :403 PUB,AUTOMOTIVE,RETAIL Asd.V: $540, 800 YB: Q:NW S:19 T:23N R: 05E Lgl :STR 192305 TAXLOT 80 LOT 2 OF CITY Bedrm: Bth F3H: / / Stories: BldgSF: Ac: 1.24 Ph: The Information Provided Is Deemed Reliable, But Is Not Guaranteed. * 15 * c MetroScan/King : Owner:GREENWELL/RENTON LLC Parcel # : 192305 9082 09 Site :300 SW 10TH ST RENTON Sale Date : 01/02/96 M Mail :PO BOX 2399 KAILUA KONA HI 96745 Sale Price: Use :403 PUB,AUTOMOTIVE,RETAIL Asd.V: $624, 000 YB: Q:NW S: 19 T:23N R: 05E Lgl :STR 192305 TAXLOT 82 LOT 3 OF CITY Bedrm: Bth F3H: / / Stories: B1dgSF: Ac: 1.43 Ph: * 16 * : MetroScan/King : Owner:GREENWELL/RENTON LLC Parcel # : 192305 9085 06 Site :200 SW GRADY WAY RENTON 98055 Sale Date : 01/02/96 M Mail :PO BOX 2399 KAILUA KONA HI 96745 Sale Price: Use :401 PUB,PARKING,ASSOCIATED Asd.V:$448, 000 YB: Q:NW S:19 T:23N R: 05E Lgl:STR 192305 TAXLOT 85 LOT 4 LESS RD Bedrm: Bth F3H: / / Stories: BldgSF: Ac: .85 Ph: The Information Provided Is Deemed Reliable, But Is Not Guaranteed. **************************************************************** City of Renton WA Reprinted: 05/10/96 12 : 00 Receipt **************************************************************** Receipt Number: R9602233 Amount : 5 . 12 05/10/96 12 : 00 Payment Method: CHECK Notation: BONNELL, 2559 Init : JB Project #: LUA96-060 Type: LUA Land Use Actions Parcel No: 192305-9029 Site Address : 743 RAINIER AV S Total Fees : 1, 505 . 12 This Payment 5 . 12 Total ALL Pmts : 1, 505 . 12 Balance: . 00 **************************************************************** Account Code Description Amount • 000 . 05 .519 . 90 .42 . 1 Postage 5 . 12 7 **************************************************************** City of Renton WA Reprinted: 05/10/96 10 :47 Receipt **************************************************************** Receipt Number: R9602229 Amount : 1, 500 . 00 05/10/96 10 :47 Payment Method: CHECK Notation: BONNELL, 2536 , Init : JB Project # : LUA96-060 Type : LUA Land Use Actions Parcel No: 192305-9029 Site Address : 743 RAINIER AV S Total Fees : 1, 500 . 00 This Payment 1, 500 . 00 Total ALL Pmts : 1, 500 . 00 Balance : . 00 **************************************************************** Account Code Description Amount 000 .345 . 81 . 00 . 0007 Environmental Review 500 . 0.0 000 . 345 . 81 . 00 . 0017 Site Plan Approval 1, 000 . 00