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HomeMy WebLinkAboutTED4001791.15A Portion Of The S.E. 1/4 Of Sec. 25, 8c The N.E. 1/4 Of Sec. 36, Twp. 23 N., Rge. 4 E., W.M. r0 o �c a 11 �F c� i = 2CI Nor2. SCALE I O I = 2� /art. CONTOUR INTERVAL = I ( Match Ex A5/oha/f DATUM: CITY OF RENTON /nsfa// / De r-eased Curb T.B.M. : Top Brass Cap At Int°x. Of L = ze S.W. 39 t h S T. t9 F o y rn on d Ave. S.W. `F ` Elev. = 16.40 e o � /nsfa// Cemenf Conc. Rarno, To Mafch Grade 40 5 VICINITY MAP Not To scale Crossings l5"7hick M;r7.) `-- \010 : V, :•.• T.B.M. I Rer7,we Ex. Gates f Fence 0 - ro R/W (AS IVO,' °23 23 E, 299. 72' Excess Mat /s To Prop. Owners _ 3 301 /0' 8 9 f5' •%Z— - - 351(Typ.)7. c a = v J I S/ope Curb To Match Ex. R/R Grade, L=/Od x fSee a sheet? For Sec. r B -,3 Cross/ny Defeirl — _ X /E = I4.7o Re /OC at e EX. C B. Over tx. 81, S. D. T G. _ /lo. / xa\\ /. E. _ 14• G, See Note ' arc b N /, Th/s Exist CB. w/So/id Lici --- -- f ' /6.50 IFeloca> e Ex. C B. Over Ex. 12''0 S. D. NOTES r.a.= 16.5 /.E. = f4.45, See Note 41, Thls Sht., Install Sent. a .t — to verify invert and catch basin locations of existing Standard Grate. Remove storm drain system prior to construction. Notify engineer of any Ex. Storm Drain Pipes discrepancies. As Re,7V.. 2. Jnless shown otherwise, offsets to proposed catch basin are to centerline of grate. 3. Access along Raymond Avenue Southwest shall be maintained at all times. The contractor shall provide all necessary traffic control. 4. Offset existing catch basin grates as required to match proposed gutter flowline. 5. All driveways shall be in accordance with the City of Renton Standard Plan for Commercial Driveway. (10" thick minimum) 6° Catch Basins To Be Relocated To Gutter Line If Not Properly Located. S/ 2t8/ 30'Lt Sfd. O*cam/, 2825'Lf I Sfa. /�5/.8,2825Cf /nsta/I Over Exist. /5';6 a_ T•G. _ /6./9 �� T.Ci. _5 .44 S. D. , /nsfa// AsRha/f Mafch '45 �/,a// /n �;nd. /Maw h�Ex� ss�h��>` Wall, a I �\ Relocaled Guard Shack RA YMOlVO A�E (flporox, Location) Asphall Walk , Mafch • I P x. avin)g Th/ckness a S. � E . k ) II zG• - /6-/� I AgJusf To C;rade L \ LE_ /4.57,9�6 -- x x, C.5 Ex,sf c.a I 2% 754/7/ 17 O \ °'¢ /E. =/2. 55,/Z"0 u Efiitkem,'7M) E= 13.57,8'm /nsfa/i 5 X25' I) Ni M G' Ci7 x�Ah/t Aoron /7 u /; Ak S, x�roE/.=i Ex Its A /fPer Section A-� /' Remove EXl5t/ n 7-rocA-5 ° r 3 \ j \i And T c-a TQ 5' Outside.? W On Sh>` 2 is �' t h� a 9 -0 � � — Remove Ex. Fence / Sa/vd e id OWr7er' / Adusf 70 (TypIca/ Beth 5io'es� r 5ct As half G s I G ade \ ' Remove Ex. Cur (qs I ? r a� q Zy �5wa/e l Typ.) ! p Rey o )Both es. r . Sod 9 . �, , . - -,e :V ,• 1 D , . o Q • Exist. 6 Hi h C c%ne Fence _..®- - y t� e + - . ' � .. _ . •�. \ �--••: . _ .., .. ._. k-f—><�-d-x-- -k: - .. J91" �....... �Sta. 3 �6 - f8'L f I p 9 e ..hex •,x ; k p o' d v �a \ya T. G. _ 70 AA3g'�� l.E _ 13.86, 8 ,0 ? \ ap Q L iqh7` Ref. To 5Guad ck 2 �h � Electrical Pans l7 k 11 NO/°23 °23'E 309. 2' -- - ' 8 2'Ex. Condui>< k a 20 L. F. 8 @ p• ' 1.0 ' �I ! 75 / G .308.04 - _ I - - _ - _ ��J gqj R�rrtOve Z. Remove Ex. Gurh ,`Lar7dsca / ` W .°' / Xls+ c a C.�- ` q' o q Adjust EX. Wafer !ia/vesPcrvir�� © od SsRbo ) :. (A Save Ex Trec /f C. EX 9 4 —To Grade (A Req d) �\ \ ... .. � of � g /nsfa// 9 L. F., Ex traded v ode r G F_.z. 70 . z Curb, (Rem/ace we Rind) � .....:.:.: p� us t a .Q ' Install Depressed Curb. Q v y D - .. _ I � P Ex. Guard \ Construct As/oha/t 5/ 0 -9 °:� o� � ��1 ass/3 Swale (Tyo.) / �acQ ¢ _ p °o V. ,i /nSia// 5' Wide Cer7ent Conc. E/ev 3. T _ +. Mafch Ex. Asphalt �0 �� �r H w \ > / A� �, T Romp, 5„ \ \ e }° a Adivsf To 6radr a i' -- \ p i9'hf u// va v -- Remove EX Fence I I G J / \ r qh y (2 (/C� k9J u p 17.1, �y �! / v c Exis/ 6' Hi C c/one Fence Typ.) p, II Sa/vcr e Tu CQwr7er �� J� / \ { G 07 �Z' v I I) i (f7crfch Ex. Curb E k( �a j/ \ I Exisi' c.s. x,, �}-°Ex,sf. ' DJ T-i.a2,ad H/nsfa// GTemp. Chaie Lank Fer�ce Per Secf/on A -A On Sht. �°2 0 i *WARNING THE UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. DEPTH UNKNOWN. CD d � C. B. 4I � — G� l�a� � \ o � , Type ..° : '. hk �a 3Aa. / *5/. C, 26.25'Rf I C-8. e , Type6/, 35Rf T re + viv I I " _ 5ta. 2 . T.G. - 6t f6.3,6 nn Q _ LZ1 Instal/ e Corner Gf J d Park1r7q L o f yQrl fie vised To Oor>fol-rrr To \ Patch A,sphall In Kind e 9 lO Remove Exist. Gate � Install 28' �'L - .;s{ sliding Gate At /?/W .oe /-E= /3.02,12' L2`. 2O A'e/ocafe Ex. Guard Shack As /nsfa// Railroad Crossing Sign /5-I ti R16-2 .5'/70wr7. (2 Tracks) Typ. Both Crossings O3 to L. F 8 "0, G°' 11o.33 %, Connect To Ex: � /nsfa ll 2' Wide Thermoplastic Stop Bar ( Typ. C. 8. 1. E. = l2.83, See Note A l This Sht Both Crossings) ® /nsfa// Thermoplastic Crosswalk 4" Thermoplastic Solid Yellow stripe (Typ. Markings 08" Wide Typical) Both Crossings.) 0 In,51all 1e' W;dP White Pclint 511-1,oe O 4" Thermoplastic yellow Skip Stripe (Typ. @ 4' O C ITyP) Both Crossings.; F/e/d Records F-/7-BG e4 Z OAKESDA L E A VE. S. W. V 2+00 3+00 4+00 ...................................................... ...... ... : ..... . . LL ............................ V W I�..................... V Z 16 W ............................ MO W 14............................1 12 JOB N( I® DESIGI DRAW. CHEM DAT E ............................ DATE PRINT G U3 j • W r Q C a 0 z cr Z O 0 Z Ld LL 0 O U >. 249-01-850 JED J. R. R.J. B EDD J.B./ J.W.N. NOV. 1985 OF .,. :� �, .. ......... ..... ......... ......... ...... °' . . ......... ....... ......... ....... .... ... ....... , ......... . . . . . . . . . . . . . . . . . . . . . . . . . ......... ......... ......... ......... ......... ......... . . . . . ......... a ......... a .... ............................................ . ...................................................................................................................................... ............ 1 OF 2 SHFETS 1