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HomeMy WebLinkAboutAB-4368t5E I ET,AI TH17 t >'-IEET, V, T Z I H - Lo--p-— 1920-•1 2 x— Ij2, NO TRIM - =120M 2x 2 cz !Co - O.G. poJT C1'o. DUI= PST AC Ll 4\; MPST ell\ c.DA,r, AM 54.067tL AGE GO',tr K 01= I i, iUlwo 114 6 ,c P cl' x 20' VEe'P I Co t7evv NAI.i 171 G4' - 12' 1 x 2d DEEP yr e iJCa c3) i'fe0) D Pai i•1Ti:i ;.GGE'S'" GYM oL 64) ALL PAKKKI 6 AIt)i.Et) bf21 fEMAY / GO IE1 5 ': ALL NAVE A, 20' 4 tloE / IZAbI L1 A 40' OUT I I 2A1 1 U pf20Vi h E i AIJ j jCAP (P) AIZKu..IU XIt I 1(U UTILITY 70WJeZ Q5 <\\ gyp 1.ECAL DESCRIPTION: THE SOUTH 330.00 F17ET OF Till: NORTHWEST QUARTER OF THE SOUTHWEST QUARTER AND THE NORTH 150.00 FEET OF THE SOUTII- 11FST QUARTET', OF THF• SOUTIIWFSI' QUARTER; EXCEPT THE WEST '484.00 FEET OF THE SOUTH 220.00 FEET THFRF,OF; Atli) FX('F.P1' THE WERT 30.00 FEET THEREOF CONVEYED TO KING COUNTY i FUR ROAD BY DEED RECORDED UNDER RECORDING NUIIBER 50i4918; Atli) THE FAST 80.60 FEET OF TIIF SOUTHWEST QUARTER OF THE S0)UTII14FST QUARTF11;. Atli) BrCINNINC AT Tl1F NORTHEAST CORNER OF KCSI' 8304270912; T11rIlCF. S 01-55-37 W, 337. 50; THENCE tl 19-52-54. W, 363. 38' ; TI1r11CF S 88-07-33 F. 135.00' TO TIIR POINT OF BEGINNING. F.XCF.T'T THE NORTH 150.00 FEET THEREOF; AND FXCF.PT THE 14EST 524.00 FEET OF THE. NORTH 260.00 FEET OF Q I THE SOUTH 330.00 FEET OF THE NORTHWEST QUARTER OF THE SOUTIIUEST QUARTER; AND 0 I EXCEPT BF.GINIMIG AT THE SOUTHEAST CORI1FR OF KCSP 8104270912, THENCE S 01-55-37 W. 2.0.03' TO THE P0114T OF RF:t:ItltlItlG; TIiFIlCF. tl 01-55-37 F, 285. 11' ; THENCE N 88-40-34 F. 80. 13' ; THE"CF. S 01-55737 W, 285. 11' ; THENCE S 88-40-34 14. 80.13' TO THE POINT OF BEGINNING. MF:X(:F.fT PETROVISTSI!Y ROAD; A1.1. III SECTION 28, TOIIIISHIP 23 NORTH, RANGE 5, EAST, W.tt. , III V I NG COMITY. I I 7vl_ a IIi!lot I MATG LII.ELA, f= I G t ssGa 10 I I N II N_ P00L5 UNDER SF.PAARA-j t-IAt-tT L 1PRov NI NIT P Rr'IIT. !07E_'' fNiIL-PI QEr N0, 2, 3, , . &, % 8, 9) 411 Tp CoNitNsATE J Z ONN I_iE 'OWF_< SEM NT v( Jb w CF5 LLJ C)- L Z woH N Nci z m DJ zmLtjW M n m m 0c J3 Wcr 0 W nw C1 LUzT DIL 0 0 EL r (.} < DMZ z r U r n coCt S Z n do w cc PAGli-_ 10t:%a i L 1N A. lq lG1"_I2 LbYi*, 2 1, TM !G i_ " i p12s 5 = "i A --IZUllE At.i o i i/rz ! jc QAfoe. (-VF t2 t1_irz, 1!Ntil2 01i2 A To c O Q Q OGC7P SU r •••' © N U l. , 5 1't1N( i°S SNQLL. '' p Z o. 0 o N p N 5 iT`(I. U f1 r. Z'N wJn t= 1 En k"bUi2 -psi d 51''M e- 155%- ' p ¢ Q d o D \ / PUB NT8 To MEETRe s_ ZQ-rs M P=R 1PLOW AND pkorYEMERGENCYACCE88AUTOMATIC 8P,R,tNgLERB REQUI>D uiI TYPE CONBTRUCTIO - -, QUIRED Al PARR B JMQUIRED iIBY: t' W TE: ny ChangAes TTo.d ftoThis. royal biroHydrantsandAll -Weather dire 10 lnp Resubmit to Fire Department Access Roads Shall Be 1Vlarshal `s Office .... Installed and Made Serviceable Prior To and During the Time o Constructofl. 5EG. Z8 1-T\Np ROTµAVE E. NOTI FIELD CONDTIDNS j / MQY Wd 1 1T J. ' 4zco J 60NNEVIL.LE -TKAN5MIa 10N TDW EC I PA`j EMEN g i NOTIFY POWER COMP?SN'-` FOK Fl E- LMDN OF poWEe- RCIL- F.H. 17 y KCMG - 1 Nl NC-1 WILL_l_ b 3 m 0 4zo NJ:411 i 2 4 43Z 434 dSTOl1., dt;IC I CsEE DETL lQ 0+--7-:,. 00 N 5DNNEVIILE TQAWWI IONI m SURFACE WATER MANAGEMENT WVISION APPROVAL Special CenditioNs * S e Below SIGNET - TE.L.zZ, s N_ d N w W t V I 1 MATCH EXISTING _ PAN EMENT— I 30, INC-Cee,519 ee> Ed.SEMENT _ / ill_ -111= II=1iI III_iil-FiI_IIi_Ilr N TS EXT>;v DAD Gl W p" OFEN I NeS @ I Gb' I N EP-VbLs 1/21 x q" C,NFZeIAar- EEY>LTS, NUTS N NNW45N (YYR) T- Pos`CS' Cv Co X Cn 5A,5 N PIJINTED wN1i 111= 1 illl- =111= tll1=111- Illi I ,III I 1 in 111= uliFi' n 00, A TEizNATE ZEE) J W"J-I-E STFZ 1PES OF SGOTN C. I TE I- QEFLLEGTIVE MATI F;l4L r O o 0 0 0 Co O W40Z> N o cl)v / N 0 0 W o Q 3 W oQzZX-z 0 C/)V Q W OUJh z U W f h VJ Q 0 C/) o Z 04W W U WIL z= r n 0- 0 z W ID N U Z z Q Z OD LJ T a W 0) q- C 11 O J N 0 Z n w(DDQ03ocr N z oODLd X J YmQUQO CD O V / d l w tL 11J t J d o l 71 O2 zzN N z v J wN I I oaC a = 0 U — I , u1 ili!- IL 11 rRAWING N0: c P) f i NOTE PR. t Off- -I-U ONE" C-01 1ST UGTION U?T,1 N dL i_ 11= F3, C K tGADE DETA I l_ 3 KESTREL BLUEPRINT INC. 85208 TWP Z N., P-0E 5 E., W.N1 . s I ..- EXIT Ql'TGN 4 5 11'11'1111'j IZI P NOTE. RELU CHECK PIPE INVESTIVIN.D% MINA \ TO AC.TulAL, C,ONST. R i I I-n 7 AVE4 1 cMP / / --1 INV: 4 iO.D,9 /,. II.I TH F\CJ.E. - III (,10'D2AINACOE L S MEIVT // \ 413 - \ \ r K/ -= g1S% IGLU lB L---oI- 5, a8', G IZ11 Z -- C 14 o,_-t"x z° I o`--t"c5z° 941- t8`'C-MP L% FNDOION -` C_ Q P REC f` FSLDG. INV:4-II.15 EXIST TO > F.411 .o N'o1. 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Z2 409 •(OZ 401.SZ e, 40q.525 Ge):U--Co 4-15- 10 40q.Z3 E 42o IS 41- 7.00 CE3,J*a 4Z04-0 41(p• 13 (IZ" INV 415.(l5') IMI.415.5L CIS") C3-a 9 4Z4. 0o 4-I q -Go CE54k 10 4Z77. 50 4.Z4.00 G8 t I 42(n.ID 4ZZ.00 c Z. 4ZI. 8o 411.10 c6t 13 T/ Fr-- IL - 541, 418.50 409. 11 " 415 . 00 C 134-1 4 iq . 50 413.5o G$Wr Irr..- NFP-l- 48„ 4ZI.00 414. D1 GE!# i(o 414.38 C5*k1-1 Nw a - :54" 419.0± e. l8.00 408 &4- 413.0 W ceAk 18 Npeu- - rz" 41( 0.50 408.1-1 N 413.50 3" GBH I9 Ty PE II ; 48" 4-3.0 ± G8 'LO 7ypEa - r-- " 4Z5. ( 00 4 18. 15 4ZZ . Co (o G&t Z_ 1 41 q . 0 ± 4-11. 8 CEX) C$ Z.Z 1WE IT - 54" 42(v .5o 4-18.67 c5tkZ3 4z3. o0 4Z.0. c)o E54ZA. 17r C ff - 4-81, 4Z-b-75 420. 41 C8-:4 IS T`/?F- IL - 54" 4Z7.30 4I t 0'3 CES'v- 7 0 4 Z8 .-75 4Z4. oCo m 1 I z I I, < z 1 J I ; _ L Go L ryLLJ - 1 2 ODQCD WIT O 0' cvQ- 01) w a0 ON <( n > CJ / MH TOP INV OVENFLbNJ DRIP CE p Q z W N C' INLETS I 4Z4. Co 4ZI 83 L4"GSPX -1 CO a " INLET tt 24ZG 30 4Z5 .DO -- Ex. C8. , G8 0 INO 1- L.ET CE oy 4Z8. Cv5 4ZCo . I S - - Z conf- CD 3 - (-) o a O INLT q. 4ZZ.404l89ONpIaQ < w CV INL.ET-kk 5 4- 19.00 4-10-15 650.9 D NOTE : FACE OF FOOTINGSMUST BE LOCATED A MIN. OF 5 FROM, THE B. PA. EASEMENT LINE AS DETERMINED T FROM THE CENTER OF EXISNG ,j „I z r z z TOWERS. l L , k or GPI ur ul I DLti1tuINLET__ ACV I W INGeE , Fie I / / / z Z Y w w N I EAMENT / ) Q ui W Q 0 I I i , li ro_ - --- i I \ DRAWING NO: 1 SEc_..oNDd/ d,GGESS I / I 1 m I mcp(ez roPr 431.3 i PJ 1 r KESTREL BLUEPRINT INC.`--- toe VIZ D 1-4I n 85~Co-4"x4"ALUM. z X Z= /,IZCH 65 `l04 "x 43 "n U 10 eAUeF_ sl = o. 5 L-,4 c.5 /o CMPN1_z o"CMS C-T!P F_II- 5.4 0. 5 ie 5/ W/DIL__-5F_F/4 ATOM CeZZ - TYPE TL 5-4 " N V -4 I g 1 ((0 "X " W I N V -4 1 8. 1( 15" S.) GZ TY PE II 54 " TOP : 4z (0 5 oV L o W 47-Z Co(o Top : 4Z .30 ti V : 4 I g.'i ( W) 021 FICA : Z,1B° INV1. -.41 9. 0_:!) NZ" N> I N V -4 19. C D 3 ((oq vo IEs vo lc-s01 EX UDED I o , O.O' j CDNC_P-ETEGUI 77 I ".-.... P- 4.. _.(_ e: n ••I' I h I• it L1SPH l-TIG CD1JC-BETE 4- I I COM EnGTED I Vz:" AGGQE.G47E COL. TYPICAL• / EMEI T L-T1 1 M H L_I D MAV-, - 0> z lN." OFFS LIp TNAT 1Z STiZ1GTO t= O L--L-UT I o N D l= \/ I G 1 SBI- AT :E- O C PENINC AND D12>=GTL1 /E? LADDER. SFANDAizD A V STL 01Z 2o# CAf AG i 1 y GHA.i iV AL -_.UM. SLACK W-1Ef l c TE Is DOvJN D D D D a PI FF_:E PPC) Tb 2' tvto. ; GL_E11 N OUT C-ATE D4` 7O 43°/ GAL ADE C_UL_VE.i F I MC- 4. Z OBI FIGS ESTIZIG-OP N d a v . e a' oIL Wa.- rE2-sEP..2a.-T-otZ ,4N 2 21C-r D c 11=1Ge- NUr zt SC.*LF_ r _-ztk 7_c7 - P L_ A N V I E W- a A46 -- H E 11V V •- t-ull- I I (OLD 1 I UY. 4t-10.(_11U TOP' 4-I(n.50 l NV' 4-155 OD INV 408 (A INV: 4o8. 1-i s r4 N INV' 413 00 w O\/E2F- LoW ' 4-13.LED0 OF-liFICE 511 LID 2 T 1CT0 l LLLT>- ION IBC--\/ ICE 1 5 \l ISI BLS AT >i C- STAN7AP 1 C AL\J - ST L . v D Y p. A GBH Z' M L,. Z' MIN. 2 ZOO'* G4i, o,CIT I G 1--IA I N SLACI< 1 k/ E-:N rE 15 DOWN. OVE. P FI vJ E.1-- F.V : 4-13. 5 0 - Gg* 18 4-6 i II IE Cxo_ N TEENCHDF- AI KIDETAIL_ N.Ts. Q-0 Z-H 17Yt1L-t.. Cg*r31` IPE-(o0„ iOP' ¢14. 50 W /01LSEPAR4T0 INV: 4- D6 oD 5 ToP:41Z. 5o 4-00INV' 4-0 100 t"-.4z:00 NF,s,W I Nv : 4-05.00 e OVEEFL0W ' 4- 08 0 OZIFICz E: ' 1 4-05 PI LSUPP T c$", - IZ„ i I) FDy 3 DNzE MTD. OLY MPIG Z" . 1 INV. ati8-e c a- 4o4. O 5CA f D FE C 0 L V D IO1Z1 lC IZ ST IGTOtZ NI 1 AM ET P Cgs 3 Z" c8 I8- 1z" J fjjz)3-( pD" , G l8-Z" (TYPE Lr OI L-/ WAT - SC PLa,>.ZATOTZ AN t f?EST2-I- 1 FIC,E NOr Td Y1> L•E I METAL PATS: Cam. L_VAN i 7LID O> A L-U M I N I ZED Ty P _ T1 8- 1F L\/ ANIZEG STEEL PIPE l5 USED, U5 L,Sr HAt-T' T2 ATMENT =. 4- Gt-E1, N -OUT TE 1S V 15t V_5 _E F OM Tbf- t3-GL-1M3- E)--VJNJ IS GLf=4)_- OF" ICI C,TE. C - f-_F AMC- C:)F CU2B Q1 J L 1 1 Igl 0 51 CEMENT- CONC . i z % LAND GUTTED II1=111 =III- III_111= z'/o III ` . III-111= IIll-I11= Zj1COMPT ),PT-I CLAD " 15i1 A6PI-ILLJ_ C0NG1E!ETE / I VE" M I N . GOMPT. DEPTH C-' . SU2FQLI NG - -TOP COLA--e Z11-," MtK OMPT 1:E_:PTH C?_ lsk F LIwe-BASE C,O0E-SE C PQVEI v, ns E CLd "?-?" MAl/ ??E-7 F-EQ'D PENDING1L CONDITION 3X4" DIA. 20D CFI 3 CPO' WS3 O 5' S' 4" CEMe_. IT CONIC . W&LV_ 1 nIA. alv. orz NON- C,:) IVta NUT LT 3" MAX SP, GE F_=Np v IEV,J ALL STEE L PATS MUST C3 t= L--VAN I ZED AND /SPF.,L-r BI`rTE_RZ) T M NT Z c s1DFE VIEW fvOT TO r. C L 4 E4A. V4" X Z" X 5 " STEI L. A!E_L- D -s--o -4 4" w E1-.[-,D EN Ds To STORMATER DRAINAGE PLAN NOTES 1. All construction shall be in accordance with King County specifications. 2. Darum shall be K.C.A.S. unless otherwise approved by King County Department of Public Works. 3. All sedimentation/ erosion facilities must be in operation prior to clearing and building construction, and they mustbesatisfactorily_ maintained until construction are completed and the potential for onsite erosion haspassed - 4. Galvanized steel pipe utilized as detention facilities shall have asphalt treatment #1 or herrer inside and ourside. 5. All disturbed areas shall be seeded or stabilized by other Surface Water Management methods for the prevention of onsi a eicsion after the completion of construction. O 6. Grass seeding will be done using an approved type hydro -seeder, or as otherwise approved by King W O County Department of Public Works The performance bond will not be released until the grass has 00 been established, unless otherwise approved by the King County Department of Public Works. O O 7. All pipeshallbelaidonaproperlypreparedfoundationaccordingtoWashingtonStateSpec. 7-02,3(1). MI This shall include necessary leveling of the trench tottom or the [op of the foundation material as well as placementandcompactionofrequiredbeddingmaterialtouniformgradesothattheentireColenthof the pipe will be supported on a uniformly dense unyielding base. If the native material in the bottomofthetrenchmeetstherequirementsfor "Gravel Backfill for Pipe BeddinP" the first cD lift of pipebeddingmaybeomittedprovidedthematerialinthebottomofthetrenchisloosened, W O regraded and compactedtoformadenseunyieldingba:e N 8. All building downspouts and footing drains shall be connected to the storm drainage system, unless otherwise approved by the Department of Public Works. - 9. All drainage structures not on public right-of-ways shall have round, solid locking lids, unless otherwise approved by the Department of Public Works. co k 10. Rock forerosionprotectonofroadsideditches, where required, shall be of sound quarry rock to a ( n depth of 1foot. rock aggregate to be as follows: V J N I0 S" 2" 107. 207. ° CD 2" - 4" ____ 20% - 407 W rUnJ O 4" - 8" ---- 407. - 707. a 11. Structures shallnotbepermittedwithin10' of the spring line of any storm drainage pipe(s), or 3 15' from thecopofanychannelbank. < LIJ 6 12. The stormdrainagesystemshallbeconstructedaccordingtotheapprovedplanswhichareonfileinZtheDepartmentofPublicWorksCentralRecords. Any deviation from the approved plans will require Z O written approval fromtheproperagency, currently the King County Department of Public Works. 13. A copy of these approved plans must be on the job site whenever construction is in progress ' Q W cc 14. Prior toanyconstruction/development activity the King County Department of Public Works Development Inspection Section mustbecontacted (Phone No. 255-2531) for a pre -construction meeting. 1 15. ALL R/ D FACILITIES WILL BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION WHO J a ACTIVITY UNLESS THATACTIVITYEXCEEDSTHECAPACITYANDINTENTCFTHEEROSION/SEDIMENTATION CONTROL, FACILITIES or UNLESSOTHERWISEAPPROVEDBYTHESURFACEWATERMANAGE1ENTDIVISION. W_ 16. All catch Basin rates shall b o g e depressed' 0.10 feet below pavement level. r n 17. Per KingCountyCode20.50.100 Section D. , the person required to construct the facility pursuant JJ O to Section 20. 20.050 shall maintain a liability policy in the amount of one hundred thousand dollars O Z 100,000) perindividual, three ilur.dred thousand dollars ($300,000) per occurrence and fifty thousand dollars ($50,000) property damage, which shall name King County as an additin e) '-,Sred, W and which shall protect King County from any liability up to those amcunts or any accident, nag- U ligence, failure ofthefacility, or any other liability whatsoever, relating to the construction a or maintenance of the facility. Proof of said liability policy shall be provided to the Development -j Inspection Section, 155 Monroe Ave. N.E., Renton, WA 98055 (206-255-2531, or Operator absisted, 0.ZENITH 5050, toll free) prior to setting up a pre -construction meeting, provided, that in the case % of facilities assumedbyKingCountyformaintenancepursuanttoSection20.50.110, said liability L = policy shall aeterminatedwhensaidcountymaintenanceresponsibilitycommences. 0 18. Catch basingratesinstalledonCountyright-of-way shall conform to standard drawing No. 39 or No. 44 which Includes thestanrying-"Outfall to stream, Dump no Pollutants" and "Property of King Counrv." j 19. Open cut road crossings for utility trenches on existing traveled roadway shall be backfilled only N Z with peagravelor5/8 minus crushed road and mechanically compacted. Cuts into the existing Z OD asphalt shall beneatlinecutwithsaworjackhammerinacontinuousline. A temporary cold mix W r` patch must beplacedimmediatelyafterbackfillandcompaction. A permanent hot mix patch shall be placed within 30daysandshallbethethicknessoftheoriginalasphaltortwoinches, whirhev,r is greater. 20. All metal driveway culverts within County right-of-way must have concrete or masonry headwalls of acceptable design. 21. UTILITY INSTAILATIO14 PLANS: Plans showing all underground utilities must be provided to the King Councv DepartmentofPublicWorksDevelopmentInspectionSection, 155 Monroe Ave. N.F.., P.encon, WA98055 (206-255-2531, or Operator assisted, toll free number - ZENITH 5050). Plans for water and sanitarysewersmustbeprovidedpriortothepre -construction meeting. Plans for all other utilities mustbeprovidedpriortotheinstallationofroadbasecoursematerials. SAid lans shall ehow the location of .he measures that will be taken to prevent soil erosion and sedi- men:ation. 22. Construction dewatering ( ground water) system shall be in accordance to the APWA Standard Specificatie Section 61-3.02. SURFACE AEI Z MANAGEMENT PIVISION - Z CIO APPROVAL I`1 co speciatcnniitions *see Below W Li o °' N SMNE .:....... ATEa/z-: 1.v CL w co J n w O 0 CIO 0) WC\j CO Cvl15LiiE W x_j V) Off, Z 8" MIN THICKNE D 11N U O W E BLANKET 5 GI=FILL • ' 1 Q Cl-U) N 3" WASHED GAVEL 01F_ uJ ANGULAF- ZOCL J X pL III d III •• d O S . Ill • • 11 ' - III 8 z •• - - III-1I1--.:- lll N I11 III= IIr=lll ll I=111 PI, ,L DPP IN 111- PIPE 41-6, PA'/ l_I sQ EXGAVAT10N ONL-1 m U V DUI DIN ZU Qll1 C I BAT - TES L s Z1 iil I. o' MIN. THICIKNE S = I NGE CLAN KE,T DP_4AzSAC. Z"-5" F I U_ C e 3 O WnsSHEDEl_ DF_ aNlaU(.1 <;C K 1 S III l I: j1,/ IIN' a- L Z z I CV w CV z x g lll-ill= 111= i; l=ill= a W a 0 f' Ili Cr a III'.• 111-111= 11h= Ill=ill b"DIA. PFKF. PVI DRAIN DRAWING NO PIPE 4' Co„ P,ay L1 MITS EXCOVQTION ONL`I 20C V_ E TLC 1 N I NG WA LL- 3 NTS. STREL BLUEPRINT INC