The URL can be used to link to this page

Home My WebLink AboutTED4001892.1671 I I 5" While LAI Pion i" Chom/or 4 Sides 1/6' Mkt. Thickness Or Aknnbnrm, Inter) Post Dbnensksr►t I/2" Grl " s 4 s Than Post DAmortslc Treated FIXED BOLLARD 3 "/ Min. Drain Pipe 15' Travel Section 112" Goly, Eye Hoff w/Washer And Nut. Recess Nut And Peen Bolt Threads. 5000 Min. Test Goly, Chain Anchored In Concrete At►ahor w/6"x3/Q" Sfl, ' Rod Class C Concrete 24" REMOVABLE BOLLARD TYPICAL BOLLARD PLACEMENT BOLLARD DETAILS Not To Scale NOTES 1. Timber shall be Douglas fir, dense construction grade, and shall be pentachlorophenol pressure treated by empty cell process with minimum net retention of 0.05 lbs./cu. foot of the dry salt. (Use light petroleum solvent). 2. Steel tube shall conform to ASTM A53 or ASTM A53 Grade A. 3. Nuts, bolts, and Hashers shall conform to ASTM A307. 4. All steel parts shall be galvanized. All Steel Ports Shall Be Galvanized And Asphalt Cooled (Treatment I Or Better) Ends To Be Welded To Frame. 0.75 Dia. Frame--, 4 ee. 0.25"x"x 5" Strips Weld To 0.75' Dia. Frame Space Uniformly. /- Conc. S/onm Drain Pipe Carport Dsplh 8" Minus Owrry Spoil Rock Surfacing SECTION M-M MAINTENANCE ROAD DETAIL NOTE : For location at Tract B, Phase II Use 2 Fixed 13 I Removable, 3.5' O.C, , max spacing. D/-ifCe, .� lxrbi% �7nis Sin` _2 �v�,� \ Gam' X�,�'�' A d� PLAN VIEW ., x. Spacing. 0.5" Goly. Or Non -Corrosive R/ - 128.98.98 f Bolts, Nuts And Washers. /3O - - --- - Length As Req.d. .3-x O. /mod :''::•:'. �128.35 TRASH RACK "DETAIL /28 --- Not To Scale �127.49 For flat bockslow, serfew sMrld (Max.) be Imeerviaae & step" to arena F.e-e.ew" beams (ma.. 57 nnesr, : �+ J / O//f%G� #•�� `�/l�r'� 6 wlw. e' -We layer of 2'-4' eewrr------ %MIS aeietere to recherr. ' • HCGHT ... J .. (mac la•t •-see 4wet 1-3 l Sresh cut two M maths fe, o.rw++ e a M...w.w. w ..«.. , • _ Orifice �4 .? /% p' meterhl (set Nete 71. twe'r thr area cermnealae rae..erwwee- ;Jt r Z1124.71 _ W twat dlereeter wshN 9 owl % .I�-y •': ': . mcama mlw. t 2 - •--4.1n 1� • nf' cw.r over sloe mYa. 2• i� �t%� - - - p Irvin. 12' Ores« ,weer pipe. "\� me too"" d .,,,,a.,, � !G•.7• � Or///cam �...3 G -�---�--- _ •'`!- bmod" stow .ock@.W '•• [.\ war bow is Ifillo ee wve. Fktw, woneMN sei1� Mlo. 4' diem, serf. pipe; min. I contorami Smelt to wtw; plea PLACEMENT OF ADJACENT a,ar cut lace llw d .lth maw STRUCTURES / �C�t7� - - - -,•r fabric (Moon or 14W @lewd i8' I I GENERAL NOTES 4 \/2/.4I 1. Rockeries 4' and aver in height require 3. Rockeries 6' and over in height require 6. Improved walking surfaces aboc•e and ad- a building permit. ff engineering supervision by special jxenc to rockeries over 30 in height inspector (UBC 306b), which at minimum shall be protected by a guardrail 2. For rockeries between 4' and 6' high, shall consist of inspection and written conforming to UBC 1711. the installer or contractor shall certification of subgrade, placement of N provide a letter to the building base course and drainage, and finished 7. Rockeries are erosion -control structures, rot retaining walls. votive material inspector prior to final inspection rockery. certifying that the subgrade and must be stable and free-standing in /E drainage have been prepared in accord 4. Rock shall be sound and have minimum cut face. with these standards. density of 160 pounds per cubic foot. S. eta deviation !n design or in placement 5. The long dimension of all rocks shall of adjacent structures must be submit- be placed perpendicular to the wall. ted with the seal of a civil engineer Each rock should bear on two rocks in currently licensed in the state of the tier below. Nashington. 1 ROCKERY DETAIL Not To Scale ..... flee PLAN VIEW U C.B. * 37 SCALE : 1 2' Round Solid Cover AAarked Frame 8 Ladder Or Steps "Drain" With Locking Bolts, Offset See Note 4. Unless Otherwise Approved Frame IB Grate Elevation BY Engineer. 7 =9-5fo0 Standard Galvanized 77 Steel Ladder/Slaps �e d Inlet Pipe Or /2 Pipes Invert Elev. Min. Overflow Elev. 99. 75 Pipe Supports, no. as req'd. 3- x 0.9 go. Wiled or knbedded 2" (Min.) in C.B. wall, S 3' (Max,) spoeing. Min. I support. 2/ Outlet Pipe o `*J Invert Elev. = 87CO SHEAR GATE 1 0 See Drwg. 53 Cu • CV NO_: 1. Drawing Numbers shown within this detail refer to those drawings In the King County Road Stan4ards, 1987 edition. 2. Refer to Drawing No. 52, Flow Restrictor/011 Pobution Control Device, for additional detob. 3. Metal Pwtr. Corrosion Resistant. Gcdvc"red pipe pats to have Asphalt Treatment 1. 4. Frame and Ladder or Steps offset sa A. Cleanout Gate is visible from top. S. ClImb-down space Is clear of riser and c4anout Vote. C. From Is dew of owb. 5. if Metal Outlet Pipe connects to Cement Conc. Pipe, Outlet Pipe to have smooth O.D. equal to Conn Pipe I.D. less 1/4- C.B. # 37 0 OIL POLLUTION CONTROL DEVICE Not To Scale rfo •4O me ELEVATION VIEW FLOW RESTRICTOR /OIL POLLUTION CONTROL DEVICE Celle 0 L TYPE II - 72"W SCALE: I" c 2' NOTES 1• Drawing Numbers shown within this detail refer to those drawings in the King County Road Standards, 1987 edition. 2. Refer to Drawing Number 52, Flow Restrictor/Oil Pollution Control Device, for additional details. 3. Metal Parts: Corrosion Resistant. Galvanized pipe parts to have Asphalt Treatment 1. 4. Frame and Ladder or Steps offset so: A. Cleanout Gate is visible from top. B. Climb -down space is clear of riser and and cleanout gate. C. Frame is clear of curb. 5. If Metal Outlet Pipe connects to Cement Concrete Pipe, Outlet Pipe to have smooth O.D. equal to Concrete Pipe I.D. less 1/4^. Rlser Pipe e,, :Stub, Welded To R/ser RellnovabM Watertight Coupdng 6" 90• Elbow 2" Or As Required ,L (MoxJ Restrictor Plate w/orifice (Sae Data# This S1,1j ELBOW $ ORIFICE DETAIL Not To Scale Shear Gafe CO/27'ii7eyouS We/d To 8`0 Stub. 4Y1a7lch Ho% Pa >t`ern For Shear Oafe. D 9"96 SAah, Length ,IS y/21�9 KIM* 40uwTY APPROVAL SIONATUPA :C13AOHddV &30 X"D,."Not 1 :3.LdC a a NVId CI313318OJ IVNPool- i = 0' �SM, !N SURVFj Rill W A,3Iy O'0, It Q i.l�Sh � � f CONFORMS TO CONSTRUCTION RECORDS LBy:BY. •?' DATE:ZV -91 -9 :d .. 1. . , / 54 "�-TcJPc Z C.B. 1 � Reg d . 14'e /o /0 %'/se� r Match /nvcrts. Q:.. 0.25'f PLAN z2L Pipe Pie C.B. Round So/id Cover Marked Rim E/ = 22125 groin " w/Locking Bo/fs. See S>4o. D". #1- 4950. 220 Pie SuPP0r1's No. • , As Reg Q', .3 "x 0. 090 Gauss Bo/fed Or /m- p Max WS E/er. = 2/9 00 Lidded 2"/n WQ// At Desi n A/S. E/cv = S- �Ylax. 3' 1510ac1ny./MinIA218.43 - 21 °. 218 Sid (go %anized S7,ee / LLLo�der SfePa. See Std Dw9. -t99 o 216 .-_ 216 LE = 2/5 76- /E =Z46 76 214 0 � 214 ,Shear Gafe Per Sid Dwy. /Festr/Cfenr P/afe o 0153 Match /nverfs. 9's Orifice N 212 - --- - - 212 e. PROFILE ZL 1110011, FLOW RESTPI^--t' R /OIL POLLUTION CONTROL DEVICE C.B. #33, TYPE II - 5 4°'0- SCALE: I" = 2' REVISIONS NO. DESCRIPTION/DATE BY � � in9 oun y ZL J PER CCAWTRUCTION RECORDS 10-22-9/ L T.P. r .e i 0 o_ tlI H u7 LO 0 clo 3 (3) U) Z ao W O N Z U?Zzf>o W N Q 0- J Q (D J 3 N W W a Z Z 0 CC a 0 Q9 Q 3 a_ O Ca _ Z Z W 0 U) W ^� I..aL 0 Z J °c W > i w J LAI NN 0 W Z Z 0 V U) anon I` O Z Y JOB No. 258-05-881 DESIGNED J,9. DRAWN K.L. CHECKED L.T.P, February, 1968 OF T R-16 17 OF 34 SHEETS SCANNFD NOV 5 1998