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HomeMy WebLinkAboutR-382038O N 00 cy) 0 I r) Lu $$ _ lip P SS W � s_ D k° w '} MIT CB# GALE 112 - � o (P4B Aj p — P — TYPE 2-48.0 D ENO CURB. GUTTER - W1 SOLID LOCKING UD/ & SIDEWALK STA3+12.10 �T : I&,..a... _.. '-r3 ) ASPHALT /N RAMP ....- . - .. 1 RAMP RIM 42.66 (AB) 8-: 32.60, 121/° CPE(E) (AS) IE 32.60, 12.0, CPE(S) (AS) m CURBING AT CATCH OA59 PER COR STD 101.1 ------ �o - Amo aNRR nn �n O ala C� p P I � 3� i3=�- iO 2 x57) SE 1/4, SW 1/4, SEC, 05, T. 23 Ne, Re05Ea, W.M. KING COUNTY, WASHINGTON — HA I _ 1; 1 ,, E,z m + E `_`� �. ^VAI NOS n yLO Ym 2 �O ym �m Y X II �`SmY CURB C(R m D Is v� S9 a a9 AA: 2+59.28 A, ,u a O O 41 8 I o w as OT a CURB CUT 11 W r - m 3 z c STA: 2+84.83 ar 2m WAT T W W I AM Ymela s r: P t-- P � P {-=l..T kill ft ft LAKEW&HINGTONBLVD. N. PLAN DRAFWAY ENTRANCE PER OR Sia 1044 o i n � 3{; OPT, C 30' U. R.O.W. 224 17' W DEEOICAIOCAT ION B a 4r PETER TO SID DETAIL H032 6` ACP CLASS 'E' OF 18' FOR ALL PAVEMENT RESTONTION ALONG LIKE WASHINGTONG BLVD N. 6' CRUSHED SURFACING TOP COL SURCUT V FROM E/P — SUBGRAGE SLOPE 0.02 FT/FT. WEASIDNGMN& VD• N. (ZM0N&X) V 5.� NOT TO SCI B CONCRETE PER COR STD 101 MATCH EXISTING GRADE ASPHALTRAwDETAiL (TYP°) NOT TO $GALE GAVRD PAIL a � W w\� ,— q B 58. 52 0+00 00 R=1514.70• 0, ll' G Q — T T T t8 P P P F j �q�H Q T I �s�s{f uy :-- mVrVm FbW �e� z EE Jo �." G�mNVtl QIF`"`v"Ai rtEEmmwrn own JOIN m•l Draw, a auwEolxelo�m- Iu�I w. 'E � oErm Twa E� memIOL ALLCM IMG xn� =o n RIP -RAP WALE e MORRIS 7rre lo �I• � -(�E aroTmcwYnwgonpa IIaO�EV"ER UWRL / Ex MAILBOX TO REMAW OP prwxorm 2.r SOMMU; AOJACEWTOCURS ix p[Ewxrw¢➢ OR BE RESTORED m w a oo m 9 4901) OPATEeaED LYJNOUBIIO / �TAI� MS BXFEj I ` am aroaEaR NCEwM1E Ie� i RaIDro mFIT ADJACENT D CENT. OC 9M - FIT COMMUCTIR,keI -.. CONNECTTOEXSIDENALKW„' uI IJI Cor ( TYPE C2B-ISOMETRIC NEW SIA 1+52,72 IN � �l p' pl (COMMEIiCIN, WITH BUFFER) Aell o _ SMMI M Intl AOJACENTTOCURBANDRAILINGCR WALL GAVRD PAIL a � W w\� ,— q B 58. 52 0+00 00 R=1514.70• 0, ll' G Q — T T T t8 P P P F j �q�H Q T I �s�s{f uy :-- mVrVm FbW �e� z EE Jo �." G�mNVtl QIF`"`v"Ai r v For NOTES see STD PLAN 104.2. Paved surfaces must Comply wall SM PLAN 102.1 as applicants CONT X"T FWTI eNEWMXImno FMWIII �a ° 4 a'r•' 9a' JREMA oin i•. v ENPANSION xSuT © CONTRACTION JOINT �® PUBLIC WORKS CEMENT CONCRETE �• PLAN - 108 +,+ DEPARTMENT SIDEWALK PPRO 'ED' a�C8hffiNf CONCRETE SIDEWALK rvor ro saLE SCALE: 1" = 20' 20 10 0 20 40 I CERTIFY THAT THE LOCATIONS AND ELLVARONS SHOWN ON THE AS -BUILT PAWS FOR LWACYR®V'ION SIGNED By BRIAN SAW ARE BASED ON FIELD SURVEY LOCATIONS AND ELEVATIONS COMPLETED BY PACIFH.'COASTSURVRYS.INC. IN JULY AND AUGUST OF 2017 AND PROVIDED TO LEGO FOR FINAL PLAN PREPARATION. POURED CONCRETE T WATER PROOF BARRED PO SLAB 4 POUR�CURB NOT TO SCALE NOTES 1. Wren a dideweyvAdN exceeds 15 feel, mnatrucl a Ml dapnl apanslm (alert wed 381' f Dent Rller a" Its ddvwny kre Imes fusee sk. plan 102). Construct worms Joints pwlkl wnh Ne MJWltneaa uiwmig m M=WaciTgwtlmwtvmvay wkW exweI3V. 2 See W. plan IN for skexelk details. 3. GO&eM Buller ahown. abir Corb MaIgns trey lY epetlAM. See son. plan 101 Mcurb deMlls. 4. Not used. 5. The endnaer wen design all driveways No Include Nevatlons w all a bpm upHlll sM�O rel°%'. Allabg0ane ¢eNNe heckM e. Not used. T. For Ddvcway WdUs we DRIVEWAY STANDARDS (See NOTE 10). The expaAm l)olMe (see and. plan 102) Shell W ( pacN as shown In Ne mnep rchn NonreVk Wes. 0. Slosae shay comp"th WI 8303.21¢ R30.9.2.2 or R3033.30 Me Review DM Guitlstim for Aaw 31ePubtic Riypbof-WRY ofNovembc 23. DOM (FRCWAO). s. Curt: mWma Nor wry Ty" C -MN( Ormeway may he apPo+d an r1 a�e«aY co ��rim®-wmielar oFerreE IMF • • ,A Ma. MM •v OF pmREeaEo MOxaulx`c uxa a ovrTm oETu a cose4A'Caea Ease I A e•%.'R o au¢A¢ 10. STREET STANDARDS= Renton Municipal Code(RMC) Ttle IV OewNPomellrflquNtlem <NAPRR65TR[ETAxOUTIIJTYSTJVIDMO$ -� sadPn ac41w31nEErnaxDARDa DEPRESSED CURB DETAIL ATREgeFMY M�ONY£WAYAFNaaL1EY8 DRNEWAY STANDARDS • RmtPn MUNtlWI Code NRMC) mmely DewNPPmem RgaMuma DrivewayExempla: TYPE CIB CHAPTER 4 RN>saYaN damnlae — CIrY-WIDE PROpERTV DEVELOPMENT STANOPADS Naryylyy, Section 4-44180 PARKING, LOADING AND DRNEWAY (µIPALarw Ca .ep REGULATIONS BNRAerPWtlgsaw. OItrW Blear PUBLIC WORKS CEMENT CONCRETE DRIVEWAY 30' PLAN - LOU DEPARTMENT ENTRANCES - NOTES AND DETAILS CEAIENT LbNCRETEDRIVEWAYENTRANC&TYPBRIB NOT • Know what's bBIOW. C811 before you dg. CAUTION° - ME CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING URUPPS WHETHER SHOWN ON THESE PIANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING RIE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS AND THEN SHALL INCLUDE CALLING UROTY LOCATE AS 1 -HOD -424-5555 POI ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PW4S ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VAHAVON IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT MM INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION R-382038 AS -BUILT rtEEmmwrn own JOIN m•l Draw, a auwEolxelo�m- Iu�I w. 'E oErm Twa E� memIOL ALLCM IMG xn� =o n e MORRIS 7rre lo WITH RAISED EDGE aroTmcwYnwgonpa eIk UWRL o w,FIRYIR.E'aR RmoL� OP prwxorm 2.r SOMMU; AOJACEWTOCURS ix p[Ewxrw¢➢ auR.ro.lxl.l�ornlxalcn�.- ` am aroaEaR Fxa.OR WN.aRMRW RaIDro .. ADJACENT D CENT. OC 9M COMMUCTIR,keI IQ_aMRII IMm I Cor ( Fall YMrwCwoFa xteoY pl Aell o SMMI M Intl AOJACENTTOCURBANDRAILINGCR WALL WMRMSSpwxR0 BUFFERSTAP neEWMTPRtn IYa Iq SOEWALKAOJACERTOWALLDETNL WWpR P�'1Nawmamneu- y I ns- Mm— eJ'A'S IYR. EI re l�aeMa W `114 AOREWOBUFFE0.MP f SMORcarw x d yorEPouartR RAISED ECCE OETYL f4 (• v.n:rollcwYRu.EOEmE r v For NOTES see STD PLAN 104.2. Paved surfaces must Comply wall SM PLAN 102.1 as applicants CONT X"T FWTI eNEWMXImno FMWIII �a ° 4 a'r•' 9a' JREMA oin i•. v ENPANSION xSuT © CONTRACTION JOINT �® PUBLIC WORKS CEMENT CONCRETE �• PLAN - 108 +,+ DEPARTMENT SIDEWALK PPRO 'ED' a�C8hffiNf CONCRETE SIDEWALK rvor ro saLE SCALE: 1" = 20' 20 10 0 20 40 I CERTIFY THAT THE LOCATIONS AND ELLVARONS SHOWN ON THE AS -BUILT PAWS FOR LWACYR®V'ION SIGNED By BRIAN SAW ARE BASED ON FIELD SURVEY LOCATIONS AND ELEVATIONS COMPLETED BY PACIFH.'COASTSURVRYS.INC. IN JULY AND AUGUST OF 2017 AND PROVIDED TO LEGO FOR FINAL PLAN PREPARATION. POURED CONCRETE T WATER PROOF BARRED PO SLAB 4 POUR�CURB NOT TO SCALE NOTES 1. Wren a dideweyvAdN exceeds 15 feel, mnatrucl a Ml dapnl apanslm (alert wed 381' f Dent Rller a" Its ddvwny kre Imes fusee sk. plan 102). Construct worms Joints pwlkl wnh Ne MJWltneaa uiwmig m M=WaciTgwtlmwtvmvay wkW exweI3V. 2 See W. plan IN for skexelk details. 3. GO&eM Buller ahown. abir Corb MaIgns trey lY epetlAM. See son. plan 101 Mcurb deMlls. 4. Not used. 5. The endnaer wen design all driveways No Include Nevatlons w all a bpm upHlll sM�O rel°%'. Allabg0ane ¢eNNe heckM e. Not used. T. For Ddvcway WdUs we DRIVEWAY STANDARDS (See NOTE 10). The expaAm l)olMe (see and. plan 102) Shell W ( pacN as shown In Ne mnep rchn NonreVk Wes. 0. Slosae shay comp"th WI 8303.21¢ R30.9.2.2 or R3033.30 Me Review DM Guitlstim for Aaw 31ePubtic Riypbof-WRY ofNovembc 23. DOM (FRCWAO). s. Curt: mWma Nor wry Ty" C -MN( Ormeway may he apPo+d an r1 a�e«aY co ��rim®-wmielar oFerreE IMF • • ,A Ma. MM •v OF pmREeaEo MOxaulx`c uxa a ovrTm oETu a cose4A'Caea Ease I A e•%.'R o au¢A¢ 10. STREET STANDARDS= Renton Municipal Code(RMC) Ttle IV OewNPomellrflquNtlem <NAPRR65TR[ETAxOUTIIJTYSTJVIDMO$ -� sadPn ac41w31nEErnaxDARDa DEPRESSED CURB DETAIL ATREgeFMY M�ONY£WAYAFNaaL1EY8 DRNEWAY STANDARDS • RmtPn MUNtlWI Code NRMC) mmely DewNPPmem RgaMuma DrivewayExempla: TYPE CIB CHAPTER 4 RN>saYaN damnlae — CIrY-WIDE PROpERTV DEVELOPMENT STANOPADS Naryylyy, Section 4-44180 PARKING, LOADING AND DRNEWAY (µIPALarw Ca .ep REGULATIONS BNRAerPWtlgsaw. OItrW Blear PUBLIC WORKS CEMENT CONCRETE DRIVEWAY 30' PLAN - LOU DEPARTMENT ENTRANCES - NOTES AND DETAILS CEAIENT LbNCRETEDRIVEWAYENTRANC&TYPBRIB NOT • Know what's bBIOW. C811 before you dg. CAUTION° - ME CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING URUPPS WHETHER SHOWN ON THESE PIANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING RIE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS AND THEN SHALL INCLUDE CALLING UROTY LOCATE AS 1 -HOD -424-5555 POI ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PW4S ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VAHAVON IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT MM INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION R-382038 AS -BUILT