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HomeMy WebLinkAboutPermit L03-030 - FOSTER TOM - SPECIAL PERMISSIONSee main file for correspondence: L02 -053 RYAN WAY PROPERTY 4737 S 107 STREET ASSOCIATED FILES: L02 -054 E02 -023 L03 -030 FOR STAFF USE ONLY Sierra Type: P -SP Planner: File Number: 0 3 .. a 3 D Application Complete (Date: ) Project File Number: /-) p,E `r O (✓( (j Application Incomplete (Date: ) Other File Numbers: CD 2 - --D C ( .,J Z -0., t.-( h2- D Z- 3 APPLICATION NAME OF PROJECT/DEVELOPMENT: /e�GQ `L /1-47 1111 LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. LIST ALL TAX LOT NUMBERS. Sq7 6ry ec 8-0 -o0 Quarter: . Section: 3 Township: 23 Range: T (This information may be found on your tax statement.) Signature: Address: 6 VSO - CI' c.e,i ? r P: Red Book\SPD App.doc, 01/23/03 CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplan a,ci.tukwila.wa.us `0` SPECIAL PERMISSION DIRECTOR i/ee DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City, to whom all notices and reports will be sent. Name: � ���s� /s /Pr' le14'J /©. Vie,? 4 i L c2kle8" Phone: /27_ FAX: ,4.2'6 � �7 - �y•� '' I Date: - 35mm drawing 1-3 vvli 32 Villa Parkway 1-8972 ■.. 1 \( , I 1 ( ((MOM w0paol8e.00ln DRAWN BY: YNG CHECKED BY: riW APPROVED BY " DRAWING FILE NAME: • COVEROO.DWG 1 SHEET Ca 0 Florin • asstasent • &mayors • Widow. Arahltsato Pr • aftgEol (arror 1umie.4- , . • .. : .. • • • • . . . . . . • 1. AT LEAST OAC NEEIGIEFORE BEGAVNAW CONSTRUCTION. •CONTACT'PUBUC KIRKS ' UTTLIMEINSPECTOR•AND SCHEDULE A• PRECONS7RUC17011 MEETING. • '2. NOTIFY THE UTIUTIES II4PEC72ILAT*206-.433-0179 AT LEAST 4e HOURS BE STARTING PROJECT SITE WORK . , . . • I REQUEST A PUBLIC WORKS UTILITY WSPECTION AT LEAST 24 HOURS IN ADVANCE BY CALUNG 208-433-0179. . . .. . 4.. 711E' CONTRACTOR ASSUMES SP ES SOLE' REONSOUTY FOR WO FETY RICER'SA.' • AND '.' • '' . ' DAMAGE 70 STRUCTURES At IIIPROIWIENTS REsvcrwa reom CONSTRUCT/ad • • .. OPOLATIONS.• . , , • 5.. TIC =TRACTOR SHALL HAVEDIE AMMO) MD CONDITIONS.. THE APPROVED . . . • PLANS. MCA CURREVT COPY OF THE Orr t7F TUMILA AVFRASTRUCTURE IMIIIIIIN• AND CONSTRUCTION STANDARDS AVAILABLE AT ME JOB SITE • . . .. . . . . 6.• ALL DPP SHALL CONFORM- TO 'THESE APPIWVED DRAWINGS. ANY CHANGES FROM •.• • • THE APPROVED PlAINS'REOUWE PRE-APPROVAL MOM DIE OWEN, TIC ENGINEER; ,AND• ' • TIC CITY OF MOWN ' • . • . . . . 7. ALL METHODS AND MATERIALS SHALL MELT art OF nenix.4 IWRASTRUCTURE • DESIGN AND CONSTRUCTION STANDARDE.UNLESS OTHERNISE APPROVED BY THE PUBLIC • ' WORKS DIRECTO?. • . ' . . •.. • „ . . . .8.,.. CONTRACTOR SHALL MAINTAIN 'A .CURRENT SET OF RECORD DRAWINGS 0N-S1E • • •9. =TRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROECT FINAL •• .- APPROVAL ' To. CONTRACIVR.SHAIL PROVIDE TRA FFIC C ' onn. me) STREET MAINTENANCE PLA N • FOR PUBLIC WORKE APPROVAL BEFORE IMPLEMENTATIOIL • • , • • - . • • 11. ALL SURVEYING MR PUBLIC FAOUTTES SHAU. BE DONE UNDER THE DIRECT/ON . OF A WASHAVOTONUCENSED LAND SURVEYOR VERTICAL DATUM IALL BE NAND 198& HORIZONTAL DATUM.SHALL BE MD .113/91. MR PROJECTS 111114IN.A FLOOD- ZONE ME PERWITEE SHAU. PROVIDE CONVERSION CALCULATIONS TO•NGVO 1921 • 12; ME CONTRACTOR•SHALL REPLACE,' OR RELOCATE ALL SIGNS DAMAGED OR .' . . REMOVED DUE TO CONSTRUCTION.. ' ' . . • . - . ., .. . • • • . • • ... DagairadaSillnatiMint0LD= (WY OF I(OLA) • • • . 1.. THE EROSION PREVENTION AND ifimeir CONTROL.(ESC) MEASURES:011HE APPROVED PLANS ARE ANNIAILIWREQUIROWITS. • • . . . • . .. 2: 'BEFORE BEGINNING ANY CONSTRUCTION MIMI= ESTABUSHTHE azweNo.UMITS AND INSTALL CONSTRUCTION ENTRANCE , " .• • • • . • • 1' BEFORE ANY GROUND DIS7URBANCE.00CURE ALL 'DOWNSTREAM EROSION' PREVENTION AND SEDIMENT CONTROL MEASURES (ESC) MUST BE CONSTRUCTED AND IN • OPERATION.' .INSTALL AND MAINTAIN ALL: ESC MEASURES ACCORDING TO:THE ESC"PLUL '4. ESC• MEASURES MIXING AU. PERIMETER CONTROL SHALL. REMAIN IN RACE . • • UNIN..•FINAL. SITE •CNSTUCTION. IS COMPLETED AND PERMANENT STABIUZATIONLS • • ESTABUSHED... a FROM MAY IHROUGH:SEPIDOER 30. PROVIDE iniveAer At PERMANENT • • COVER MEASURES 'TO PROTECT. DISTURBED AREAS THAT 11111 REMAIN UNWORKED F 0 R • • SEVEN DAYS OR MORE ' • . • 6. .FR MBER OII OC 1 .THROUGH APRIL.30. PROVIDE. TEMPORARY AND PERMANENT COVER . MEASURES .TO PROTECT DISTURBED AREAS.THAT.NILL REMAIN UNNORKED FOR TWO • DAYS R MORE W ADOMON TO.COVER ACASURES. THE CONTRACTOR SHALL. .* PROTECT STOCKPILES AND •SlEEP CUT MD FIL SLOPES Ar'UNWORKED • • MORE'THAN•12 HOURS. • . ' • •• STOCKPILE 0 N SITE MOM COIRM MAIDENS TO COVER. All DISTURBED, • ,• 7. • BY 'OCTOBER 8. SEED'AU. AREAS. THAT NIL RD4M4 UNWORKED DURING THE 11E7'. .• .. SEASON (OCTOBER 1 THROUGH APRIL .30). MULCNALL SEEDED AREAS. • • • • ESTIMATED YARDAGE . CUT 90.CY'S . • RLL• 80 CY'S . • • • • • • 51131111164164fiLN • (CITY OF TDKIITIA) . T. ALL METHODS AND MAMMALS SHALL Neu arror TUIE ' NILA 64FRASTRU DESIGN MD CONSTRUCTION STANDARDS AJW•THE CURRENT•IONG COUNTY SURFACE ' • . WATECDESON MANUAL. UNLESS OTHERNISE APPROVED: ' • • • 2... MARK ALL STORM DRNN INLETS NTH '01W NO wAstr AND EITHER 'DRAINS STREAddr, MOWS. 70 NETLANDr. OR "DRAINS TO GROUNDWATER', AS.APPU .1 DRIVEWAY CULVERTS SHALL BE OF SURTCIENT LENGTH TO PROVIDE A ANNIMIUM V • • SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF .THE DITCH. CULVERTS' . ' SHALL HAW BEVELED END SECTIONS THAT MATCH THE-90E SLOPE• • ; 4. SINGLE FAMILY RESIDENCES CONSTRUCTED ON LOTS CREATED BY SUTTON/SION MUST . • • PROVIDE DOWNSPOUT INFILTRATION 9101111 ON ME APPROVED PLANS. . - & COORDINATE FINAL STUB-OUT LOCATIONS IWTH ME EMU= INSPECTOR. :PROVIDE 'A *RE OR OTHER DETECTION DEVICE At O MARK STUB-OUT LOCATION• 111TH A'5-FOOT • ' 2 X 4.'srAm BURIED 4-FEET AND LAW: 'STORle OR-VRAIN". • , .• SW. 1/4 dc SE 1/4 OF THE SE 1/4 SECTION 14, T23N, R4E, W. JACK R. • ENallifftiGONSMISTIOILIMIZE (MIIII PACIFIC) • . • ' . • . 1.• 'AU. CONSTRUCTION SHALL BE IN ACCORDANCE IWTH ME , NSDOT/APWA STANDARD. • • .. SPECIFICATIONS (LATEST EDITION) FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION AND CITY• OF. TUKNILA STANDARD& IT SHALL BE ME SOLE RESPONSIBIUTY.OF THE =TRACTOR. TO CORRECT ANY ERNI:1.'010590N. OR• VARIATION FROM THE .• . REQUIREMENTS MUM, IN THESE PLANE ALL CORRECTIONS.SHAll BE AT NO • . .. ADDMONAL COST OR UABIUTY TO THE MINER. ■. • . . . , . . . . . . . • 2. THE CONTRACTOR SHALL BE.RESPORSIBLE MR UTILIZING. THE :ONE-CALL UT1UTY • . ' LOCATING SERVICE AT 800-424-5555.. • ' .3. CONTRACTOR 'SHALL BE RESPONSIBLE.= EFFECTING THE TEMPORARY • • EROSION ,. . . • • CONTROL PROGRAM - • . . . . . . .. - • • A, .CONTRACTOR VI IS ADVISED •THAT THERE MAY BE INTERFERING UM' . . . ME • . SERVICE • . LATERALS AND OTHER UNDERGROUND PIPES.. DRAINE.OR • STRUCTURES THAT MAY . INTERFERE WM ME PROPOSED CONSTRUCTION • AND MAY NOT HME BEEN . . DEUACATED ON THE CONSTRUCTION PLANS. ' CONTRACTOR AGREES THAT THIS IS A • NORMAL MD USUAL CONSTRUCTION. • OCCURRENCE THAT IS INCURRED BY THE. • CONTRACTOR.. DURING 'ME ' CONSTRUCTION OF NEW UNDERGROUND 'FACILITIES. . . ' ' " • . • - .• 5... CONTRACTOR'SHAIL PROVIDE THE AND MATERIALS NECESSARY TO ' •SURE • ' . ' - .: . THE PROGRESS OF CONSTRUCTION IN SPITE OF THE DISCOVERY OF EXISTING UTIUTIEE UNDERGROUND WPM DRAINS AND STRUCTURES THAT • ISERE NOT SHOW .011'1 " • ' • INCORRECTLY DELINEATED ON THE CONSTRUCTION' DOCUMENTS AT NO ADDITIONAL. . • .' COST TO THE OW. ,. _CONTRACTOR CONCURS THAT:THESE TYPES OF UTILITY AND ' .. • .• . 'STRUCTURE • • INTERFERENCES ARE USUAL AND -ORDINARY AND HAS PROVIDED IN HIS • • . - 'CONTRACT. THE NECESSARY COST ASSOCIATED WIN THE CHANGE IN OPERATIONS AND • ' ADDED WORK TO ACCOMMODATE THE RELOCATION'OF .'NEW CONSTRUCTION AROUND• • • .. . : THESE - OBSTACLE& . • • . . • .. . . . .. • . • ALL THE.CONTRACTOrS EQUIPMENT INCLUDING VERCLES,• MACHINERY. ' MOTORS. . PUMPS. 'ETC. SHALL BE KEPT IN 0000 KING. ORDER.' ' =TRACTOR SHALL INSURE. - THAT THERE IS NO LEAKING OF FUELS CHEMICALS OR. MUDS ONTO THE SU FR4 THE CONTRACTORS EQUIPMENT • DURING THE COURSE.OF CONSTRUCTION ON 9TE NO •• - 0*-SITE DISPOSAL OF CONTAMINANTS NOLL BE PERMITTED AT ANY TIME UKEVIISE' .-.. • CONTRACTOR SNAIL BE RESPONSIBLE FOR REMOVAL 'MO DISPOSAL' Ar A LEGAL. DESIGNATED HAZARDOUS WASTE OFF-97E DISPOSAL AREA OF . CONTAMINANTS .. • , COLLECTED ON -91E DURING THE CONSTRUCTION OF THE PRCUECTi ' . . • .• ' Z. THE CONTRACTOR SHALL' CONSIDER THE-PROBABLE WEATHER CONDITIONS . THAT , - ' ' ' ,... • MAY. OCCUR • DURING THIS CONTRACT CONSTRUCTION PERIOD AND HAS INCLUDED ANY ,. • AND ALL IRK NECESSARY IN HIS BID TO ENSURE THAT CONSTRUCTION PROGRESS : •' : • . : MILL E I E MADE T 0 GLE1E THE PROJECT .PER THE SPECIFIED TIME PERIOD IN SPITE • . 7 . . '• OF THE WEARER AND FIELD CONOMONS UKENISE. CONTRACTOR • HAS MADE • •'. . .. • PROVISIONS IN HIS 9 ID TO ' PROVIDE THE SUPERVISION AND CONSTRUCTION or • DRAINAGE At . TEMPORARY EROSION DEVICES DURING THOSE PERIODS WEN THREW • • , • NO - 'NORMAL CONSTRUCTION ACMITY.PLANNED MR THE SUE Aymara • SUCH . • • PERIODS AS NEIKENOE. NOUGATS AND AFTER HOURS. •. • - .. . • . . 8. CONSTRUCTION Now vuu BE uiewo:AS PER.ary or TUKNILA cove • • - . .. :- - - 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 'HIRING A PROFESSIONAL LAND • • . SURVEYOR. M REFERENCE VOWING MONUMENTS ON OR•ADJOIARIG THE SITE PRIOR .10 ' DEMOUTION OR CONSTRUCTION ACTIVITIES AND 70 REESTABIJSH SAID POINTS AT • PROECT COMPLETION. THIS RS SHA -ESTABUIENT SHALL PER DOCUMENTED. BY RECORD • OF SURVEY OR COME R AS DESCRIBED IN W.A.C.' 3.32-12a• • . • ' , . • • • • to GROUNDWATER'CONDITIONS VARY SEASONAU.Y.. THE• CONTRACTOR IS REQUIRED 70 ' REVIEW -THE PROJECT SOILS INFORMATION AND•OR PERFORM •A SUE MIT TO • • FAMILIARIZE HINISELF MTN GROUNDWATER CONDMONS ON-91E AND WITHIN THE MEDIATE AREAS.. DEWATERING OF UTIUTY.TREVCHES SHALL BE CONSIDERED. ' : INCIDENTAL TO THE PROJECT AND INCLUDED IN-THE BID AMOUNT. • • . SQUARE FEET 0 F NEW PAVEMENT SURFACE - 20.800 S.F. • • . , • SHEET INDEX SHEET DESCRIPTION 00.0 COVER SHEET CLO STORM DRAINAGE GRADING * ?ESC PLAN JUL.Y 2003 0 REGAN & CAP-FOUND (AS NOTED) ' 4. TACK & TAG FOUND (AS NOTED) 0 • TYPE 1. .CATCH BASIN , • • , • 0 • • TYPE 2 CATCH . BASIN GAS VALVE. • . K3 • GAS MEIER . .. . O. IRRIGATION CONTROL VALVE ' A LIGHTS ON BUILDING SAVE SWEET UGHT . . • 0 DECIDUOUS TREE (c P. conrwhooa w-eitkow) . • EXTRUDED CURB PLAT BOUNDARY UNE - PROPERTY BOUNDARY UNE ROAD CENTERLINE EDGE CONCRETE • EDGE PAVEMENT STORM DRAIN UNE • IR 1' IRRIGATION UNE 0 - 0 - IT TAU. CHAIN UNK FENCE W/ 1 BARBED HIGH WATER VEGETATION MARK AS OBSERVED IN FIELD IMPACT ENVIRONMENT UNE SILT FENCE • NEAT SAW CUT AND SEAL LINE • • PAVEMENT .. 11I , ,`• GRAVEL RIDGE T/W FINISHED GRADE 0 TOP Or WALL ,e/w • FINISHED GRADE WOOTTON OF WALL CONTACTS .01VNER' REPRESENTATIVE . JACK R. BENNETT INC. , • . . 927 N. NORTH LAKE WAY. SUITE 300 • . . SEATTLE,' WASHINGTON 98103 (206) 832-6070 (PHONE) (206) 632-6343 (FAX) . . • • ' ' . VIM PACIFIC INC.. ' 3350 MONTE VILLA PARKWAY • .130THEIJ.. WASHINGTON 98021 .' , (425) 951-4800 (PHONE) • (425) 951-4808 (FAX) CIVIL ENGINEER W&H PACIFIC INC. , . • 3350 MONTE VILLA PARKWAY BOTHELL: WASHINGTON 98021 (425) 951-4800.(PHoNE) ' (425) 951-4e0e (rAx) POTENTIAL UNDERGROUND • FACILITY °MYERS • ONE CALL" UTILITY NOTIFICATION CENTER • 1-.800-424-5555 8 VICINITY MAP. NTS to ve4 P r 4it 1 ! ,-PROJECT SITE S. 14.3RD ST. Ea= 1. HORIZONTAL CONTROL: NAD 83(91)WASHINGTON NORTH ZONE HORIZONTAL CONTROL WAS ESTABLISHED WITH TRIABLE GPS 4700 & 5700 GPs RECEIVERS IWTH TIES 7 0 CITY OF SEATTLE COPS 'NEST SEATTLE'. "RENTON". & 'ROOSEVELT'. RENTON: NORTHING 170144.24 LASTING 1301272.04 US FT NEST SEATTLE: NORTHING 194850.07 EASON° 1286930.78 US F7' ROOSEVELT: NORTHING 252394.09 EASTING 1275430.12 US FT 2 WRITCAL CONTROL: NAINM8 VERTICAL CONTROL WAS ESTABUSHED FROM CITY OF RENTON BENCHMARK 11611. BM 7911: 77.188 NAVO'88 US FT .3. FEUD IMO COMPLETED •I N MARCH. 2003 USING A NILO TC1010 TOTAL STATION INSTRUMENT. 1-405 ti‘J 6 17: H. I 1111.1111.1.1111.111.1_1111 11_111.111.1111 11 1111 all I:" •I 11) -1 IpTIr(ift! I ! .i.ni tin III( 1111 1111 RIP 11.1 1111 'till 411 rnt! 101 1111 1111 1111 9 1 1 9 1 14ia l .11 i? II ik !!II *I III 11 at 1 > I I 1 • • I JACK R. BENNETT INC. WALASHEK /ODWALLA SITE STORM DRAINAGE, GRADING & TESC PLAN TUKVALLA WASHINGTON DRAWING FILE NAME: 30989 - LWALA- COVER00 PROJECT NO. 30989 SCALE: 1"=20' - MAO Watg DRAWN BY: 77W APPROVED BY: .DD • 1 SHEET CI .0 G.Brall2DO. 9111 , , • , A . r • ; • 141k • • - • sifir . • :"**** • • • .• -..1. • . • ? ; • . I PLANT 'VIRGINIA CREEPER" 0 0 • (PARTHENOCISUS TRICUSPIDATA) "••■• ,4 CEN 1 TERS 414 •, Stlfo celisro . v ' 'I; • ft.% ' /122 ° 7 • 111" Cis ! I r CO IJ • 1•1' Lie INSTALL SLT FENCE GRA SLOPE TO MATCH DOST. 20 • ' ACr 1 1 1 10... I.E. 18.47 MATCH DOSDNO • 2.3.1 2' PROTECT DOST: I,. IRRIGATION VALVES • SCREENING: CONTRACTOR SHALL INSTALL N.,„. PDS SLATS ON DOSING • CHAIN UNK FENCE N SW 1/4 & SE 1/4 OF THE SE 1/4 SECTION 14, T23N . R4E, W.M. I N Q EDGE OF ASPHALT TO \WS+, MATOi COST. EDGE OF I •••: LANDSCAPE • ‹oto, • % %% (v1* 1 • ■•,1 AND SEAL UNE : •••••:,. .." • • • GR 04.19 19.2 2: • " ; IV.3■• REMOVE • o. EXISTING 'FENCE 5 REMOVE • • DOMING CURB.. ' o • ' • .\ • • '• • • NEAT SAW CUT id- 0, • •. ••■ • • LE. 17.98 , H S% • , • -\•,; \ • • • 3 1.4f ,jr.0 PVC s...2x • • • • • • 1• vAt • SCALE • 20 • 0 10 20 ' ( FEET ) ' 1 INCH 20 FT • • • • -.< 6' CATCH BASIN INSERT ,„„ • CONNECT EXIST.. • • !: • ROOF DRAIN TO • • • 4/10, crior EXIST. TO REM MN N44 tzt:00 IS.(414\ *4% Ni kk 14. 40 REMOVE WEN FILLED TO HALF-WAY MARK (USE FRONT7LOADER OR OTHER EQUIPMENT FOR REMOVAL) CLEAN AND RE-US& OR REPLACE DIRECTIONS FOR USE' REMOVE DRAIN GAME INSERT FILTER • • • ; REPLACE COMTE TO HOW IN POSITION S • • • ' • FILTERS MIN. 3 FEET DEEP • 'CONSTRUCTED OF WOVEN POLYPROPYLENE • • ALL SEAMS DOUBLE-STITCHED • . PERMEABILITY - 40 GAL. PER MINU PER SQUARE FOOT REUSEABLE OR MOW-AWAY • • '• • N • \ • .. • , :a f. • a 11 1•11•4 " , el:P1111. ;IMF? OPE I • ,,' . . 5 Id: CO it!i !-.1 II 1:1 Inch . 1/18. ) . , • ' 1 : ' I 1/4y'; I, 7 • 's 9 1 1 1 . 7 : ef t 111 1111111.1111 111111111 1111.111111iii 11 1111 1111 1111 1111 1.1.111111111.111111 111111111 11111111111 111111111 I COMPACT SUBORADE TO 95X MAIL DRY DENSITY MONIED PROCTOR. PAVEMENT SECTION \%---\\=-- , ' i w ll - - lo 111 11=11- 1=-11=11 .1=l SCALE N.T.S. • • 174131171111.E ' 12 NV 411141411 or 4 IC 4 IN. QUARRY PALS. 1411111.01 4 W. PERFORAND P40 PIM SLOPE TO MAN AND coma TO $TORY OR* Ff1010E CtEANOUIS. COMM 111114 A 14/1111411 OF 4 OF 3/11 EL WASHED POOL •1011111- . • 2 MAN ROCKS - 200-700 Am , 3 MAN ROCKS - 700-2000 64 r ASPHALT CONCRETE CLASS ' norm AorAvLT sveLo. gum m ORAN 70 APPROND SEM. II N. OF 701 OR CRAWL OVER OF.011301L SLOPE TO ORM ' aLGIDE . \ • • NATIONAL FLOOD INSURANCE FIRM .MAP NUI4Bat 5303300326 . DAM SEPTEMBER. 29, 1989. • • FLOOD ELEVATION: ADJUSTED TO NAVY) VW DATUM EL. 15.0* THIS LINE.SHONN FOR REFERENCE ONLY. . 100 YEAR FLOOD ELEVATION • v \, \: ore • CONSTRUCTION.SEQUENCE 1. CONTACT PUBLIC NORKS UTTUTIES INSPECTOR AND SCHEDULE A PRE CONSTRUCTION MEETING. 2. INSTALL SILT FENCE 3 ROAM EXISTING CHAIN LINK PENCE 4. ABANDON CB AS DEPICTED ON PLANS 5. SAW CUT METING PAVEMENT FOR PIPE TRENCH, 6. INSTALL NEW STORM DRAINAGE SYSTEM. 7. INSTALL CB PROTECTION. 8. GRADE AND PAVE SITE 9. SEAL PAVEMENT JOINTS 10. MOVE CATCH BASIN PROTECTION AND SILT FENCE AFTER CONSTRUCTION IS COMPLETE. 11. CLEAN CATCH BASINS IN PROXIMITY. 00 NOT FLUSH. 12. CONTACT PUBLIC WOITKS LMUTIES INSPECTOR FOR FINAL INSPECTION. 6 7 4 CRUSHED SURFAaNO TOP COURSE MAXSAUll HOW RI CUT SLOPE FEET. MARNA 1113O4T 114 F11.1. SUM .4 4 Mt 1/2 SASE COURSE OR 1 FE VIOW OREAltt. 2-3 MAN HOCKS (TM)* - -- r SKI : f C 2.0 . SURVEYED BY.' MBE BOG CHECKED BY: b • , gi "" JACK R. BENNETT WALASHEKtODWALLA SITE TOPOGRAPHIC SURVEY .. & PROJECT LOCATION MAP TUKLYLLA / KING WASHINGTON - ssso runt. VAN. Parkway ` A—I Botha. Washington 98021-8972 ■ `' ' `11 NapdOttam DPSNiI 6Y: APPROVED BY: LAST EOIr: 09/30/03 PLOT OA TEE 10/02/03 DA 1E 6 %IRfV!( RE17510N CK'OIAPP? I 41NI. l Marrs • M1R44r1 • sP7vgsn • T4PQSNPP ArF:HL1et1 SC _ E: i •• = 20' a= JEC 7' NC, 30989. 1JF.- IS'1!JG FILE RJ =ME: I 30989— SURV —TP02 maws W A I . : I I I I TTPE 1 CB RIM 31 -13 E a• CLIP (LYLY) toar E I CONC. (MO 7 31. E 13• CONC (WY) 19.70' I iir CLEAN-OUT °E (MAKE TO VERIFY SWAN DRAM Ml .. I PFE 9E) 1730' Mu 3240 C 12 RCP (5r) 17.71• . I E ta• cYP (SE) 17.704• 11 ' 1 r O C.D. 11711414 NS SEATTLE GARDEN TRACTS 1 i EAr ww MOCK 18 I . 7 ', A 1 I r. -!( 7 tors II THROUGH 21 N KOCK fa OF HRLAIANE SEATTLE' GARDEN TRACTS. As PER - - RECEIVED N KL(a II OF PLATS PALE N. RECORDS CF NNC CocNIX - "KM - 4 9TUA7E N THE OTr OF RAMA. COUNTY OF ma STATE OF MA9NDTON. 7 • TACK & TAG . 116431 roma 3/19/03 . 5 1 STREET 1/3' REDAR t CAP CAP DE37ROTED FOUND 3/19/03 37 /73X7 t ."••• / 30 ED . I SW 1/4 & SE 1/4 OF THE SE 114 SECTION 14, T23N, RI4E, W.M. LOT 14 & 15, BLOCK 18, C.D. HILLMAN'S SEATTLE GARDEN TRACTS {aaKaESmlemll mamas ears • • • • TANSNATKIN TITLE INSURANCE COIPANY ORDER NO. 800 - 10115300. APRIL 10. 7003. D. PUDET RORER s- 5 ' • .:3•1•E:,• 1. HORIZONTAL DO/1R0: /7A0 a I1) a'A91NOTON NORM ZONE 4F.:4 :4 •: . at03380363 - HOARONTN. MIRK WAS ESTABLISHED /TN MIRE WS 4700 t 5700 CPS RECE71fRs r NM 7ES TO ON OF SEATTLE COLS 'NEST SEATTLE: TRENTON: & - ROOSEVELT' • RETOOK MORONIC 175144.34 EASING 130/37204 US FT NEST SEATTLE: AYSRIHNG IP4650107 EASING 13659X.78 US Fr ROOSEVELT: NOTHING 33735409 EASING 1375430/1 US FT KO' • • 10. PEDESTRIAN AND BICYCLE MAIL EASEMENT RECORINNG NO. NIO9231340. AS SHORN • n. S C4• AS S1/0NN • . . j - -' 1 PUGET POW. ESur H 15103360363 se:23 84 Sis OF a ( •J 24. ANY RESTRICRONS ON THE USE OF THE LAND AESIN7NG RR01 THE R OHHS OF TIE PUBLIC OR RPARTAN OMENS TO USE ANY PORTIONS REACH IS NOW OR HAS SEEK COVERED WEN • MA TER. • 3a WAIERS 9:T FORM DT SURVEY REE RDEO: MAY f1. IMO RECORDING NO 1001115001 NW' aoa '-NAR. INN GREEN TAG • FOUND 3/19/03 W z VITIITICAL COf90: N • IERROIL canna ems ESTAEI9RD PROP Ott CF RENTLN DEMO*ARK elal1. W 19111 77.IU MANTIS US FT . NSmUKOVT. S FEUD ITC CNITKETED WI YAK" YA 3073 L7SN0 A NW 701010 1OTAL 57AnON IIEFERENCES A . PLAT Cr SURVEY FOR Lunar moron 1RERNT N . RED IRgOtETO/ & ASSOCIATES NC. AFE11001 119041. VCtLNE 23 OF STANDS ON PACE in RE0010S Or ATNG COUNTY. . NK9NGTOR APRIL 7R. 791O • - SURtEr FOR BURN & KINK RUSH ROW & Hiroo 516 Ary901o0790Og NOON 75 OF • SURVEYS AT PACE 7; IEEORDS OF KC COUNTY, WA9Y C1 ( OCT. 7. Ta10. • - - . SURVEY FOR PAIL PROPENRES 1U97 NOW it MTONOS K. AF 7901:14. soak 6.S or SWAM AT PACE 76O RECORDS EF NRVD moor 11119R'.GTON. AAPPRRtt 7. 7DNR CJ1 ■= TNDi II mac7S NO. Er PLATS PAGE 24. RECORDS Or KING SE I/1 SECDW 74. 713LL RIE ELL. SEATT 1C UmrRES. CENTRAL CEOG RAPLPC DATA MBE, lllE 'S$ RROE ID 375[ ROT DAT PL E YMOI 77. 3002 . 9OUNTARY A TDPOCRAMC-9AMEY FOR AAA & IDEA RUSH, ROD A WORMS RUC. • 03334.00. RECORDS 0 DATA PURUC KARTS. RECORDED 4/70/3000 . AE9M t CO FL7tJ0 (AS HDIED) • ` TACK t TAG FO (AS NOTED) TYPE I C ND CATCH USA • 0 _ 'TIT I CATCH SA¢N ID: GAS VALUE : 0 GAS LEER ® MCi*1KM CONTROL 80K • .- a LI2115 ON IUIEHG EAVE - 57REEr LIOR 0 DE1L101LDIis TREE (G7- COTroasoc L N- IRLOl) . o EATIILOED 0ARe - - — FIAT 1113WDART LAC — PROPQI7 9DSNwAr LAZE Raw CENQRLNE ED1S CCNCREIE' EDQ •VEIENT : ' • - - AS WALT PER'S7AUN t NNE PAIN — — STOW DRAM ERE — — 1' AUNGADON LLNE .. — o - 0 - 1• TALL 5407 ■IAR FENCE WI 1• MARLED MR. — . NCH taw wacranON MARK AS OBSERVED N FIELD . 1 I saw