Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit S01-060 - BEN CAROL MOTEL
SO1-060 BEN CAROL MOTEL 14110 PACIFIC HWY City of Tukwila Department of Community Development 6300.Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 206 431-3670 ' € Ca° „ I Iilc,e_/ Business Name �f sq_ y__cvby Applicant/Contact Address, City, State, Zip PERMIT CENTER Pi) goy 43 l 1-.714-4-1a-►-,ot_...VA" f8 Contractor Address, City, State, Zip f PERMIT NO. O/1151° 0 6 0 DATE: Please print RECEIVED /4-1//0 /"�'_�_;�i� maj-f CITYOFTUKWILA Address of Sign JUL 2 5 2001 Phone F-ew 252 572 - Phone 2Phone 4 SIO/ 7 74A/67. Phone CHECKLIST ❑ Separate application required for each sign proposed 3 sets of plans are required, including site plan showing: • Property lines • Streets • Buildings • Locations of all existing and proposed signs ❑ Sign elevations with area calculations and dimensions ❑ Building elevations (for wall signs) ❑ Supporting structure and method of illumination ❑ One copy of valid Washington State contractor's license ❑ $50 application fee per sign See back of form for examples Is your sign a: ❑ Freestanding sign 15 or more feet in height ❑ Pole sign with face 30 square feet or more in area ❑ Wall sign weighing 400 pounds or more If any of the above are true you must go through structural review. STRUCTURAL REVIEW CHECKLIST: ❑ $84 for structural review (if actual cost to the City is greater, you will be billed when you pick up your permit). ❑ Construction details to describe the proposed foundation or wall attachments (see back of form for examples) ❑ Structural calculations for the design of the details prepared by a Washington State structural engineer SIGN DESCRIPTION Is the sign: ❑ Internally lit 0 Externally lit ❑ Not lit Does the sign face residential zones or public facilities? ❑ Yes ❑ No Exposed neon tubing Is not allowed within 200 feet of LDR, MDR or HDR zones. Did building go through design review? ❑ Yes ❑ No Including this sign, how many signs will list this business? Freestanding Wall WALL SIGN: What is the wall area (length x height) where the sign will be mounted? square feet Wall sign size: square feet Does wall sign weigh more than 400 pounds? ❑ Yes ❑ No If the sign weighs more than 400 pounds it requires structural review. See checklist for additional information required. FREESTANDING SIGN: Street frontage of the entire lot where the sign will be located: /5(0 i 3 feet Generally, only one freestanding sign is allowed per lot. Size of sign face: 4S square feet Structural review is required for pole signs with faces 30 square feet or more in area, see checklist for additional information required. Number of sign faces: i Height of building: / feet Generally, signs may not be higher than the building they are associated with. Sign height: 1/ I feet inches Structural review is required for signs 15 feet or more In height, see checklist for additional information required. Distance from closest edge of sign to property lines: feet Generally, signs must be set back from all property lines at least as far as they are high. 2 INSPECTIONS If the sign needs structural review, the applicant or installer is required to call the Building Division at 431-3670 for footing or bracket inspections. Footing inspections must take place before concrete is poured. Bracket inspections must take place before sign is installed. A final inspection is required for all signs when installation is complete. The applicant or installer is required to call the Planning Division at 431-3670 for a final inspection. It is the responsibility of the installer to obtain the electrical permit and inspections from the Washington State Department of Labor and Industries at (206) 248-6630. (NOTE: IFA FINAL INSPECTION HAS NOT BEEN REQUESTED WITHIN 180 DAYS OF PERMIT ISSUANCE THE PERMIT WILL EXPIRE.) I HEREBY CERTIFY that the above information furnished by me is true and correct under penalty of perjury by law in the State of Washington, and that the applicable requirements of the City of Tukwilill be n}Qt 719 -DI Date (Signore of own 253-627-7`06 Phone FOR OFFICE USE ONLY Zoning: Planning review by: O Denied 0 Issued 0 Issued with conditions Structural review required? 0 Yes ❑ No Structural review by: O Denied 0 Approved 0 Approved with conditions Actual time spent to review Additional charges for time over 2 hours Comments or Conditions: v EXISTING POLE SIGN TO BE REMOVED () ° L1 • N s fit S 02° I4' 03" W, 1 323,64' S02° 54'59"W /0 O 0 • i r •A Fd._ Cycl. Fenco ' Cr. - Topp Concr. Wolf 1.3 !North 0, loc.! /o C 0<. (/ — 1 0 /y • / I I t CALC'O S.E. Cortrer Clot Arden Aud.'t\ CHERRY LANE PLAT vol. 48 , P. 21 4I st. Ave. S. S.E • -- 42.rtd._Av.e -S RECORDERS CERTIFICATE .. filed for record this I n book of day of . at page H. HOMER \NDERS (1) 03 .. 0 -. r A O -I 0) o rri -1A • • o 01 O , 0 0 0 nl 0 a % Yd.) ( PLAT: 213.13 _ N 00\\�it r� 01 37th. AVE,__.S , 134 I . 67' I' ( ; '- r, T I3 i3,.I., 97. 77-' (Plc!: 390l ).. ( Connection Ave. cI r, :j I s rn 2 I1 ' ( F"_1, -'f -(f O'55'f,E,"E r, a) 0 0 c) m 0) C1D c - 1I 1'n 0 N (}r 0 I1 0 0 S 00°55 19 'N a, L .?' _ ) 4vI 0 0 o o -i 0 (nI -_- T - c-0 originol Lof Llne I1 O ---O-- d -6 N 02° 0S ',4" F. 1 2652. 41' e c. 15 „:123 N, R 4 E,__W M, SURVEYOR'S CERTIFICATE at at tie r•�•JueSt - MIC MMIC 10 to N a 0 y co /I 1 (31I 30' 0u w. a• -4 --t) rn _ �1) — - I • —4 to 0 0) P1 Found ULC Cr. = N 01° 0800" W� , 1234.78' ▪ N 01° 0 7' 34" W, 7 2 8.24 - - - - _ 37th. Ave. S. MIC N 02° I4'50"E 132..89' VAL-VUE ADDITION - Vol. 40-5 ( R°plats Ports Of Robbins' View Troct Add.-Voll7p 90) -- �' 4-d • n7111 oi. cc c 0 z O O G) 1 0 < r- 1 (13 Ci4 ;p N W 03 y p,..0. �.r• Cr CV I••••• Cr co This mao ,orrectl/ represe1ts s,rvey made by me or in -der my •avec'ion in •;onr.lrmance with the rtm,ire,n?nts of the Survey RedJr jin.} '\:t Jt the-e•Tuesi .)f EDWARD LI In Oct , 2 0 0 I H. HOMER ANDERS e • ..t1 NOEit LAND /IVEY] 29601 3 D. AVE. SOUTH FEDERAL WAY, WA 98003 r LEGAL DESCRIPTION NW & SW Corners (only) of Lot 1, Block 4 of James Clark's Garden Add., Vol. 13, Page 12 , King County Plat Records. rn 0 BASE OF BEARINGS West Line of the N.W. 1/4 of Section 15 = N 02° 13' 00" E on Plat of Robbin's Spring Brook Addition (Vol. 16, P. 57 of Plats) Which equals N 02° 13' 33" E on this Survey. (Note: Rotate King County Section Control Survey Clockwise 00° 40' 59" to get this Survey Data) SURVEY. NOTES 1. Contract did NOT require any Easements (if any exist) to be shown. Client provided the "Legal Description" and no other title search was required under this contract. 2. Traverse method was used on this survey with a Total Station (Topton GTS -302) and with a HP 48GX Data Collector and Closure better than 1: 10,000. 0 T LEGEND = Cased Mon. Fd. ° = Rebar or Iron Pipe Fd. = Capped 5/8" Steel Rebar Set = Calculated Pt. From Record Data z BAR SCALE I00 50 0 100 200 300 BOUNDARY SURVEY for rd LIP SITE ADDRESS: 14110-frocific Hwy. S., Tuk:iila,Wa. 9e168 Dwn. By. ;t.�.�^� Dote: cct.I O:I Job No. WASHINGTON CARS "i��- ►Oi I VIDEO MOVIES U"VE DTA T. 23 N. R. 4E2 W.M. SW CORNER CURB RETURN ELEVATIONS STATION ON ROADWAY T.C.EL. P.C. 49+20.97, 31' LT. 277.39 1/4 277.24 1 2 277.04 3 4 276.97 P.J. 169+48.86, 12' U. 277.20 O 1r l a 1 W TUCKWILA INT'L BLVD. STA 48+17.87 P.O.C.=5 ©I IIID vt T - 21.69' ===(���If ® 1 S. 141ST ST. STA 160+00.00 P.O.T. AR "'6 251'54'0 L - 35.74' TUKWILA INT'L BLVD. STA 49+50.29 P.O.C.= 1 © F 1• S. 141TH ST. STA 17,04-00.00 P.O.T. II .. •►>•E, co 0 • 4E' 0 %. 111.1 �I� , 0�1�©o©N11.11 © V ♦ � ® 16 09' L n 1 N P.I. STA 46+47.84 41) A 34'40'52' R T 1910.00' 1596.38' L S 1156.12' 0.04'/FT. R/W F 4011 O Vitas .� : NW CORNER CURB RETURN ELEVATIONS STATION ON ROADWAY T.C.EL L 1 4 276.73 2 276.55 276.42 P.T •+• A - 100'32'30' R - 25' Ell (D 47+00 0) W ew � ���, vv u► O ©O O O m 110.4grik:CIL.4174-14-Arlatial:wsliinin1114411111.1117.4111111...rillinilLIIMI 611111.417/4". AWN immigrairlaimai m ® 0 20 40 60 SCALE IN FE 290 280 270 260 290 280 270 260 285 10 286 46 288 74 +47.84 f 7147, .ar (-0 -Th 1,1111IMIOC- �� 41) R/W SE CORNER 07E CURB RETURN ELEVATIONS STATION ON ROADWAY T.C.EL P..47+77,06 31.00' RI. 284.14 4 283.80 2 283.18 3 4 282.58 P.T. 160+59.01. 12' RT. 282.22 nl '1 til 1„ 1- N 4D O OwoRRAV -43111160511011111111 �i /W NE CORNER CURB RETURN ELEVATIONS STATION ON ROADWAY T.C.EL. P .160+32.50. 14' RI. 282.27 1 4 282.45 1 2 282.65 3 4 282.76 P.T. 48+51.17. 31' Rt. 282.67 p = 83'59'40 R - 25' T - 22.51' L - 36.65' B-1 USED TIRES ENGINE OVERHAUL 284.65 285.97 288.20 284 20 285 47 287 65 46+00 283.57 284.97 287.14 282.94 284.47 286.63 282.53 283.97 286.13 282 11 283 47 285 62 47+00 281.52 282.97 285.11 280.92 282.47 284.60 280.28 281.96 284.18 279 63 281.45 48+00 279.09 278.55 280.96 280.47 278.12 279.97 282.10 277 69 279 47 281.50 49+00 278.92 278.37 277.82 280.95 280.40 280.03 T - 30.08' 1. - 43.87' 107A00 I SEE SHEET - P1 290 280 CONSTRUCTION NOTES SAWCUT CONSTRUCT CEMENT CONC. DRIVEWAY APPROACH CONSTRUCT CURB RAMP PER STD. PLAN F-3, DESIGN C CONSTRUCT ASPHALT SIDEWALK RAMP, SEE DETAIL SHEET 03 EXTRUDED CURB TYPE 6 RELOCATE FIRE HYDRANT ADJUST MANHOLE TO GRADE. ADJUST VALVE BOX TO GRADE ADJUST WATER METER TO GRADE INSTALL TREE PAVER SEE DETAIL SHEET CD___ INSTALL HANDRAIL PER DETAIL SHEET A3 STA 45+05 TO 45+92 LT STA 466+934 TO 46+95 `LT STA 42+02 TO 47+31 RT STA 47+97 TO 48+18 LT 19 REMOVE AND RELOCATE FENCE 21 EXISTING UTILITY TO BE RELOCATED/ REMOVED/ADJUSTED BY OTHERS 30 INSTALL BUS SHELTER PAD, PER DETAIL____. BUS SHELTER TO BE INSTALLED BY OTHERS 32 REMOVE BOLLARD OREMOVE AND STORE POLICE CAMERA TO BE 37 RELOCATED TO POLE SEE CHANNEL12ATION PLAN DRAINAGE NOTES ADJUST CATCH BASIN TO GRADE INSTALL TYPE II CATCH BASIN REMOVE EXISTING STORM DRAIN PIPE CONNECT TO EXISTING DRAINAGE STRUCTURE STA • PIPE LENGTH RIM IE 45+95 45' RT p = R - 93'46'54' 25' 7 - 26.71' L - 40.92' 284.875 168+67 PROPOSED A80VE tz PROFILE EXISTING GRADE Q PROFILE 2" GRADE 273.33E 273.10N66 273.10W 49+53 44' RT 12' CONC STA 47+l8 34'LT 277.91W 146 LF S= -0.0; 18" CON[ 12FT/FT PROFILE GRADE PROFI-E STA 49+04 (36'LT) 276.51± 273.345 Ise S= LF 18" C -0.0089 F i C. -/FT _ c FTA OB TA 45+93 TYPE 11 48 _283.73 29'LT) IN. DIAM, 165 LF S= -10219 18' CON;' FT/FT n T - 7 3-, STA 4276. LF 18 C -0.0[3[ F (361T)12" N T� T 37 LF 0.0130 18' CONC. fT/fT c e ITrt Rlb. 280.12 18 I.E. 276.42 I.E. 276.95 'I 1C IN. UIFM.6 NAS �SW) PROFILE LT. CB TYPE Rlb. 2/7.03 18 I.E. , 2' GRADE II 54 IN. DAM. 273.33 (N&6) CB TWE Rol. 276.55 1LE. 272.85 122 I.E. :72.88 II 54 IN. DIAM. (N (Nw) . 0 p PROPOSED ABOVE 7 Z EXISTING _ CONC. '• 89 IF 1�' Sllifl iaafe,4y ••• • • STA 46+70 �_ -0.020: (29'RT'1 FT/FT 71AM. STA S= -0.02% 47+35 (2lRT� CONC. FT/FT STA CB TYPE RII�. 12' CB TYP RIM. 2 18' I.E. 12" I.E. II 48 IN. DIAM. 7.47 283.77 (N85) 284.30 (E) 47+88 (3111T) II 48 IV. 283.36 I.E. 280.19 165 LF S= _ 18' CON 0 0189 FT/P ". T _ 49+53 (;9'RT) IN. DIAM. (N86) E) CB TYPE RIM. 11 48 IN. ;85.73 CB TYPE 11 48 I.E. 281.23 'N. DIAM, (NA6) PROFILE RT, 18 LL 282.56 (NIB)RIM/-284:41 SCALE: PROF! HOR1Z: VERT : 18' L 1 - 20' 1' - 10' DIAM. �E�) S 6' , 1;' TYP 11 4E I.E2B0.24`4 I.E. 27,7.C7 284.65 285.97 288.20 284 20 285 47 287 65 46+00 283.57 284.97 287.14 282.94 284.47 286.63 282.53 283.97 286.13 282 11 283 47 285 62 47+00 281.52 282.97 285.11 280.92 282.47 284.60 280.28 281.96 284.18 279 63 281.45 48+00 279.09 278.55 280.96 280.47 278.12 279.97 282.10 277 69 279 47 281.50 49+00 278.92 278.37 277.82 280.95 280.40 280.03 T - 30.08' 1. - 43.87' 107A00 I SEE SHEET - P1 290 280 CONSTRUCTION NOTES SAWCUT CONSTRUCT CEMENT CONC. DRIVEWAY APPROACH CONSTRUCT CURB RAMP PER STD. PLAN F-3, DESIGN C CONSTRUCT ASPHALT SIDEWALK RAMP, SEE DETAIL SHEET 03 EXTRUDED CURB TYPE 6 RELOCATE FIRE HYDRANT ADJUST MANHOLE TO GRADE. ADJUST VALVE BOX TO GRADE ADJUST WATER METER TO GRADE INSTALL TREE PAVER SEE DETAIL SHEET CD___ INSTALL HANDRAIL PER DETAIL SHEET A3 STA 45+05 TO 45+92 LT STA 466+934 TO 46+95 `LT STA 42+02 TO 47+31 RT STA 47+97 TO 48+18 LT 19 REMOVE AND RELOCATE FENCE 21 EXISTING UTILITY TO BE RELOCATED/ REMOVED/ADJUSTED BY OTHERS 30 INSTALL BUS SHELTER PAD, PER DETAIL____. BUS SHELTER TO BE INSTALLED BY OTHERS 32 REMOVE BOLLARD OREMOVE AND STORE POLICE CAMERA TO BE 37 RELOCATED TO POLE SEE CHANNEL12ATION PLAN DRAINAGE NOTES ADJUST CATCH BASIN TO GRADE INSTALL TYPE II CATCH BASIN REMOVE EXISTING STORM DRAIN PIPE CONNECT TO EXISTING DRAINAGE STRUCTURE STA OFF PIPE LENGTH RIM IE 45+95 45' RT 12' CONC. 22' 284.97± 284.875 168+67 12' LT 12' CONC. 74' 279.5± 273.33E 270 7 ABANDON EXISTING DRAINAGE STRUCTURE, O PLUG PIPE ENDS W/ CONCRETE PLUGS OABANDON EXISTING STORM DRAIN PIPE. PLUG PIPE ENDS W/ CONCRETE PLUGS ONSTALL TYPE I CATCH BASIN AND/OR PIPE CONNECT TO EXISTING ROOF DRAIN/PIPE 260 290 STA OFF PIPE LENGTH RIM IE 47+80 45' RT 12' CONC. 15' 284.34± 281.32W 280 0 REMOVE EXISTING DRAINAGE STRUCTURE 270 260 TOP OF CURB LT. 277.27 CENTER LINE 279.65 TOP OF CURB RT. 50+00 STA OFF PIPE LENGTH RIM IE 49+38 55' LT 12' CONC 10' 277.52± 274.35N 49+48 57' LT 12' CONC 21' 276.81± 273.00E 273.10N66 273.10W 49+53 44' RT 12' CONC 15' 281.08± 277.91W 49+76 57' LT 12' CONC 26' 276.51± 273.345 0 t1 4 JFW 11A •1908• ti PUBLIC WORKS DEPT. -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- by dote designed RSH 8/00 drown JJK 6/00 Federal Aid # Project # 91 -RWO3 checked RLP prof eng RSH B/00 proj dir Rel w ne Perteet Engineering, Inc. 0209 Bridgeport h) STT, Bulls C-1. IAkeece . VA 96400 (253) 964-7138 EXPIRES 9/2/2002 SR 99 MP. 20.66 TO MP. 21.62 TUKWILA INTERNATIONAL BLVD. KING COUNTY MAY, 1999 no dote revisions PLAN AND PROFILE P91 P12J file no stole dole WASHINGTON CARS . VIDEO MOv1ES TUCXWILA INT'L BLVD. STA 48+17.87 P.O.C.= 12, 81-54'05 T - 21.89' S. 141ST ST. STA 160+00.00 P.O.T. 9 - 25' L - .35.74' TUKWILA INT'L BLVD. STA 49+50.29 P.O.C.= fi SW CORNER CURB RETURN ELEVATIONS STATION ON ROADWAY T.C.EL P.C. 49+20.97, .31' LT. 277.39 1/4 277.24 1/7 277.04 3/4 276.97 P.1, 159+48.86, 12' LT. 1277.20 NW CORNER CURB RETURN ELEVATIONS 1 '1 STATION ON ROADWAY I T.C.ELJ -` 276.75 276.55 276.42 - 10012.30' R - 25' a c 32 0 ©% At_ritorA.. -44411741:4116-16: TITO C :114118:1:70 MAIM VANper K44 T - 30.08' L - 43.87' O O SEE SHEET - PI 20 4 60 TITh..1" SCALE IN FE 290 280 270 260 290 280 270 260 285 10 286 46 288 74 +47 84 f CQ LTJ R/w �SE CORNS IuOTEI gFly, 1111 P .414111 e © NE CORNER CURB RETURN ELEVATIONS STATION ON ROADWAY 1 T.C.EL. 1', ,47477,05 31,00' 41, 264.14 • 283.80 2 283.18 3/4 P,T, 160+59.01, 12' R1. 1282.58 1 282.22 CURB RETURN ELEVATIONS STATION ON ROADWAY T.C.EL. P.C. 180+5Z5.1_14' 41. 282.27 14 (282.45 22' 4/2 282.65 3 4 282.76 P T, 48+51.17, 34' .RT. 282.67 - 8559'4Y R - 25' T - 22.51' L - 36.65' 8-1 USED TIRES ENGINE OVERHAUL 284.65 285.97 288.20 284 20 28547 287 65 46-00 283.57 284.97 287.14 282.94 254.47 296.63 282.53 283.97 286.13 282 11 263 47 285 62 47.:•00 281.52 282.97 285.11 280.92 282.47 284.60 280.28 281.96 284.18 279 63 281.45 48+00 279.09 280.96 278.55 280.47 278.12 279.97 282.10 277 59 279 47 281.50 49+00 278.92 280.95 278.37 277.82 280.40 280.03 290 280 270 260 290 0 O O O O O 10 0 12 14 0 19 21 30 32 37 CONSTRUCTION NOTES SAWCUT CONSTRUCT CEMENT CONC. DRIVEWAY APPROACH CONSTRUCT CURB RAMP PER STD. PLAN F-3, DESIGN C CONSTRUCT ASPHALT SIDEWALK RAMP, SEE DETAIL SHEET 03 EXTRUDED CURB TYPE 6 RELOCATE FIRE HYDRANT ADJUST ADJUST ADJUST MANHOLE TO GRADE VALVE 80X TO GRADE WATER METER TO CRAOE INSTALL TREE PAVER SEE DETAIL SHEET CD__ INSTALLSTA45+05 HANDRAILTO45+ PER92 LT DETAIL SHEET A3 STASTA 46+34 42+02 TO TO 4647++9531 LTRT STA 46+99 TO 47+71 LT STA 47+97 TO 48+18 LT REMOVE ANO RELOCATE FENCE EXISTING UTILITY i0 BE RELOCATED/ REMOVED/ADJUSTED BY OTHERS INSTALL BUS SHELTER PAD, PER DETAIL____. BUS SHELTER TC 9E INSTALLED BY OTHERS REMOVE BOLLARD REMOVE AND STORE POLICE CAMERA TO BE RELOCATED TO POLE SEE CHANNELIZATION PLAN DRAINAGE NOTES AOJUST CATCH BASIN TO GRAOE INSTALL TYPE it CATCH BASIN REMOVE EXISTING STORM ORAIN PIPE CONNECT TO EXISTING DRAINAGE STRUCTURE STA }i OFF PIPE I LENGTH RIM 1 IE 45+95 1 45' RT 12" CONC.! 22' L - 4• •' 168+67112' LT PROROSEO , - DALE GROOS 2" AB• EXISTING � PROFILI� CRAOE 74' 279.5± 1273.33E _� I 273.10w 49+53 44' RT - -0.0089 F'/F7 57' LT 12' CONC 1 26' I 276.51± 27134S 1 TA 45+93 29'LT) 165 LF S= -7.0219 18-CONC. FT/•T STA 47+ 8 (341.1) � e N 146 LF 8 CONC. 03 RIM, TYPE II8 48 283.73 IN. 01Am. 7, LF 18 C 9-1 -O 5'LT) r STA 49+.. (361.7) S=-0,0212FT T 37 LF 18' CONC. 130 FT/TT - 118 281.12 12" I.E • (NWS 6.95 SW) PR FILO L t11 1. (N85r- STA 499 (3671 I 0. I C8 TYPO 11 S< IN. qAM, RIM, 217.0} ff 18 I.E. 73,33 (N11) 03 TYPE II 54 N. 01 RIM, 27•.55 1: I e : .► n A80NE Q EXISTING 112 PROFILE GRADE IZ PROFII.E Y GRADE I.E. 72.88 N1.17_____..-) . 1.17_____..- 89 LF 18• ,;DNC_ I _ STA •; •S= -0.02% 47+35 (24RT) CONC. FT/FT , • .., _ 1/r 1 47+8. 1 165 LF 18' CONC. 5= -1.0189 FT/FT �- CB TYPO 11 48 IN. DIAM. RIM. 287.47 STA 46Iµ7O 5= -0.020111 FT/FT (29'RT 18' LE. 12' LE. 283.77 ('AIS) 284.30 (E)I C8 TYPE 11 48 IN. InM, RIM. 285.73 CBTA 1M YPE 11 48 OIAM, PRSFIL_ T. 0 PROF' SCALE: HORIZ: VERT 1r E - - 20' - 10' 8+:4� I.E. 181.23 (NkS) C8 RIM, 12" YPE II 48 I+I. 283.36 6 LE 280.69 OIAM. ( (E�) 29'RT 1N, 4 AM. 4 Nd6) E 1 18' 12' 11 4 LE. 0.22764 I.E. 277.07 284.65 285.97 288.20 284 20 28547 287 65 46-00 283.57 284.97 287.14 282.94 254.47 296.63 282.53 283.97 286.13 282 11 263 47 285 62 47.:•00 281.52 282.97 285.11 280.92 282.47 284.60 280.28 281.96 284.18 279 63 281.45 48+00 279.09 280.96 278.55 280.47 278.12 279.97 282.10 277 59 279 47 281.50 49+00 278.92 280.95 278.37 277.82 280.40 280.03 290 280 270 260 290 0 O O O O O 10 0 12 14 0 19 21 30 32 37 CONSTRUCTION NOTES SAWCUT CONSTRUCT CEMENT CONC. DRIVEWAY APPROACH CONSTRUCT CURB RAMP PER STD. PLAN F-3, DESIGN C CONSTRUCT ASPHALT SIDEWALK RAMP, SEE DETAIL SHEET 03 EXTRUDED CURB TYPE 6 RELOCATE FIRE HYDRANT ADJUST ADJUST ADJUST MANHOLE TO GRADE VALVE 80X TO GRADE WATER METER TO CRAOE INSTALL TREE PAVER SEE DETAIL SHEET CD__ INSTALLSTA45+05 HANDRAILTO45+ PER92 LT DETAIL SHEET A3 STASTA 46+34 42+02 TO TO 4647++9531 LTRT STA 46+99 TO 47+71 LT STA 47+97 TO 48+18 LT REMOVE ANO RELOCATE FENCE EXISTING UTILITY i0 BE RELOCATED/ REMOVED/ADJUSTED BY OTHERS INSTALL BUS SHELTER PAD, PER DETAIL____. BUS SHELTER TC 9E INSTALLED BY OTHERS REMOVE BOLLARD REMOVE AND STORE POLICE CAMERA TO BE RELOCATED TO POLE SEE CHANNELIZATION PLAN DRAINAGE NOTES AOJUST CATCH BASIN TO GRAOE INSTALL TYPE it CATCH BASIN REMOVE EXISTING STORM ORAIN PIPE CONNECT TO EXISTING DRAINAGE STRUCTURE STA }i OFF PIPE I LENGTH RIM 1 IE 45+95 1 45' RT 12" CONC.! 22' 284.97± 1284.875 168+67112' LT 12" CONC. 1 74' 279.5± 1273.33E ABANDON EXISTING DRAINAGE STRUCTURE. PLUG PIPE ENOS w/ CONCRETE PLUGS ABANDON EXISTING STORM DRAIN PIPE. PLUG PIPE ENOS w/ CONCRETE PLUGS INSTALL TYPE 1 CATCH BASIN ANO/OR PIPE CONNECT TO EXISTING ROOF DRAIN/PIPE STA .I OFF T PIPE 1 LENGTH 47+80 I 45' RT f 12' CONC.! 15' RIM 1 IE I 264.34± 1781.3211 280 10 REMOVE EXISTING DRAINAGE STRUCTURE 270 260 TOP OF CURB LT. 277.27 CENTER UNE 279.65 TOP OF CURB RT. 50+00 STA OFF PIPE I LENGTH 1 RIM 1 IE 49+38 155' LT 12' CONC I 10' 1 277.52± 1274.35N 49+48 57' LT 12' CONC 21' 276.81± 2733.00E 273.10N&S I 273.10w 49+53 44' RT 12' CONC ! 15' 1 281.08± 1 277.91W 49+76 57' LT 12' CONC 1 26' I 276.51± 27134S FT 0 r L r PUBLIC WORKS DEPT_ -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILOINC- deeiyned RSH drown JJK checked IRLP Prot en9IRSH proj dir 1 dote 6/00 8/00 10799 9Adeepo t Way N. Sill. C -I. Lakewood, IA 90!80 (253) 904-7158 EXPIRES 9/2/2002 no Idojo re isIone PLAN AND PROFILE 3 0 0 ;Z -LZ -10N (0-A/- 4- .7N 5/'0 O£ ti Q (1) F- 0 1)60t/7 1;1'.7'S Zzf 64I'12 532' N V � 171IR N. n • �-�-03- Alpo loi � OOz /,1 oz -et -t N \ J O •r, d 05 vi O ti 0 4.45/ J70-25 $zs/Fs66 r - /'E 039 oy `7 -a (•7nr' P/0/Jt tic, ,y 1z,� �' s '7A V /41017 1r�'�+nl • +LS/ . 71,? V7 O N .0 M - (0.46 `y.45 . 0 •;,2, 0) ao ss s 3 ,o od' 0 co _751 ill,'/,i l +.';I 'rl' r%S,17/7'/'%/;;/ 1 • �lE/7F�:'o --- --. .._-.-1 '..i- •,'Si/7.7":.:/- ... -- -- :i-;/7 %% . 0 ( Z /1.r,ZZ /77 V.1 I s 1 v ..a C) • 1.1 v) rn D O h OOI CZ 2 ;S J', L72'7 Jo •17 'M CO? ,1 CC 7 Of / C \ CJ0 O . o� Lot -Os 4.) 73 g5'IL£' 1/5, •A---- o 55-12-4•?to '- ‘ -II., cs 0161 �� .- es o -- o /l�� a ag s�' 66, //z Z7/ 2s / o Oi_. • 7.?/ �/ , /1/ 9 / vv0(7 %,,., O s, \ r_ fi f a-' rn fn • Q 0 O A ;51.1 c 1/ 0, `0 B9! '1) s o� 9t O [t' �J Z 2 - o<F o ii) C} J W 0/1 r / :7 ` N b / v _ .SN B9 c •. c'4:. a� 9V7 //Z I !J ,ci, s0 SL s , (/)5,'O/ Al 0/ -0 /V 47!)/[6�'S r/ 87-35-33 367'-7"/N t3s So/ L•E17 n n 2/ .7 S2' 17I 0 0 J c, 1 A U `b P• 6 J• O 's, O lD •1 ) 0-, • to s �- ( / • ‘,/ti ;1I •fr p *,yrs• • 6- N D rn es-c"` se o 9s, 0 ' e I 0,3 1) of .0 •.,•/ i (' !:/•6_) 7PO•0/-7N 'S )c -E • 'I k • 4'of • el w /5/.51 so, V3—A. to ti • 11. • 10 /D1%47 ' Vs l.s. ta ha a* 14 1 r sls kA IP VI 'kb ed'e JP, ' •zs 44, 21 .4*.al• :442 A I> • ta /Se ta PAC/Pic (MI), or, 1W y sst, nit ,d1 (. - 71 Gesi 104. aIr 4,4,1„ .•.11 . 4 —Liao • .•",y •stv.t '"```'`• .`0,4 ` Z aaaaaa'aa..""ii fi 5 • Or NIP • OM '''.• '*til• 4 .' 1 % ..---......--..• .-a.1••• ........L..s...............................:L.., 1,0 e# 1911' fol , . .. • • COMOlter !Ohl, • • .4•11. HE. S. 5.4 1 .A4 IS 7,1 45 • 6,, /0; • /. it .1 4,4 s.. ass ,g 'Ts . 4- 4.4 .-... „, .....it, ... v.. g 1 teotf ' • ...., .4 z.•2 IA , c. 0 raaj*•••••••••••••• 91,10 a` . .K. 9 .4•'25 I . 0 'St ..... a V . _ a...6 g ......, ... . ... 1 1SY 7.••• ...c., q' „3 :4 4. 1 /••• j ...4 1 i • a , 1 4 a. '1 t'l ' - • .. , .... 1(1 . 't. f ... 4 12' '' . Ir. 7# 12.7.761 • 0 ) . 3 -` .... ".......... ' • ......'.." .......S, ..,..,..„ . 4 3 ,,,, 6 -- - . - • —• •---- •- _____........---- ---- .-4., ,,,. r 4 ., l4 5 OD .4.71 -1 -sr s' 9 " C AA, 14 ' ''' t. t i. L .• al V. • .- ••••••••••.--.4. -........—.• ''. . '. . ' r ' .r.... 1'1 Aler-....-....•,....-........,."•-•-......., .-...... • ..... -...............--..--- • tat, IN I 5Ir EWA/101AI • 2 LINES OF 6" R/B COPY 1_41 REMOVE EXISTING POLE SIGN AND INSTALL NEW MONUMENT SIGN ON EXISTING BASE& POLE 49 SQ. FT. SCALE: 1/2" = 0" 6" insert wirings 7" pipe (existing) --�--► 2ea. 2" squa center Supp 3/4" plates 4ea. 5/8" Dolts (8 total) 4.5" pipe (existing) Grade 2" angle iron structure Site:14110 Pacific Hwy 5, Tukwila Scale: 1/2" = 1' 0" L0-8/'Sc •7:/ 5/•0 j.s L Zz4 d6'1'n •5321' • 41. 4.0 t ' 0 OOZ £.Q %o-2 S — saS (966 ' so J IV Oa -g/ •a N J O r1.1 /z-• i//1, s 'RA47/...51 g7i0 •. 4/71(w740-1- o 4-'-d oZ� 0 9 mac. O ;7. co 0O 9 2, ao s, 90 0 J 3 o� • '1 1` ti o co 10 LC) N L kn 34 i .. Jr ;.....;_./.....,L;1-' •!%✓:(%'/%• '/'••/iii...,-�.1 _._.._.- -------------------------------7:,-,7 53 •Li'l,'/ ..2t.'�/r ' - ` . ▪ , i 12- 'Ir./7 / 717.3, 1,77ii'CsZa 4;) m -'.a - 1 0 7 d PZ; )SJo,L27Y7do'P/'7 '/)1 Of krk ' t•-- 4 O O " O U 3 O "/ O d p a, Ir. COI --- CE' -L7 -/ Lol•9s57 4' /ss' NO/J7;NNOJ J . OS 'E. l/ o/Sl ri P .1. 2 1 z 767 -Z7 -it/ 5•o/ z/•E/a n/ 87- 35 3'5 z/ -757 'L1'/%% •c 10'99 0 J os<<, o cr 2 3 �.d� • 01 - ' ., Z e'ss ! /) / (a)ZS 95: 1097 0Cd o •_7 /A •i 79;9F X95 0 3 b 0 I c 1-7 7d•/ ciN. cis Es ora O Sl lD 'i-s-eO 0 1) L.5 • ss/7 1� s - _ .?frive;)/1-7110vd—')--, J � 68 Os or, 7.0 68 //2 ZZ/ a f▪ `amu s.. o� _ at In o /// rr) •3 N O VA 66' o S� 7Y a// s' (D £70)/CBCs J•cJ 0re•oj/ 7/. 7 d7 (7q_; l/ 0 J c:5 c' v L .4 F 0 °'2 7 --':so ,�ir1< :i0V7)) �� .—I1.1.).�.. `.