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HomeMy WebLinkAboutR-372924I � A PORTION OF THE NW 1/4 OF SECTION 29, TWP. 23 N., RGE. 5 E, KING COUNTY, WA 8 z NOTES: c ➢� iRa lgo D GGG 92� M 1. SEE SHEEP RW -01 FOR HORIZONTAL CURVE DATA. Qm z TRACT A EXISTING POWER. TO RELOCATED S G� STREET 2. EXISTING DRY UTILITIES SWILL BE REMOVED OR (STORM DRAINAGE) (SEE SHEET RD -03)S c RELOCATED BY THE APPROPRIATE UTILITY COMPANIES AND COORDINATED WITH THE CONTRACTOR. NOTIFY 6387000140 - . i ��� 28TH ST .r�j ^ SEE SHEET PN -01. 1�. S M THE ENGINEER OF ANY DISCREPANCIES. .. SEE SHEET SD S'A#.V£SkT, PN-O E{[/ SEE SHEET PN 3. CONTRACTOR SHALL RECORD ANY FIELD DEVIATIOJ?'' FROM THE ENGINEERING PLANS. THESE RECORDS w/rRASH RACK SEE SHEET Prr m W. 1 i, � STA.30+22.31, 25.17' LT - - '� SHEET PN-Ot �' I� SWILL BE KEPT ON CONSTRUCTION DRAWINGS AND TURNED OVER TO THE ENGINEER UPON COMPLETION :. �� %---- ... ,- i� a� TRACT w e . �s�c OF THE PROJECT. �'� �y >. SHEET PN -61 : , . �c- ';. _ D " .B DEDICATED Rett' �l WATER ...KEY 4. STREET NAME SIGNS AND sroP SIGNS ro. BE � � --- •:, .�. r, d n t � "' i�'°, E SHEET R FOR ADA & MAP INSTALLED PER CIT' OF RENTON STANDARDS G013 . 4r i �r��,I; .� ,tl ,�: Gf RETURN MIF'ORMATION W � G013. FINAL IACATKX95 TO BE DETERMINED DURING CONSTRUCTION BY THE CITY. SIGNS WILL NEED 70 .,,s cX `�? � ' ISIING SEWER BE INSTALLED PRIOR TO AS -GUILTS AND COMPLETION 0 Cc OF CONSTRUCTION. 414 : 417.73 5. ALL TRENCH RESTORATION SHALL BE PER 415.72 „, '' `• .' �.�� �"� '?�Y t Y 'T, ° "" ', THE 4,eae. - . .'? - L ,.n1 p �p 18"0- SD F 1 IJ�Iti J CURRENT CITY AENDET TRENCH RESTORATION {,s.4a. {1° � ia5 -.... 422.23 445n -- - -4M30'__--420 --- AND STREET OVERLAY DETAIL. E s 5 \ ---_ � 44863- 5 .ss 6. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION. VIDEO TO BE PRO)ADED TO 4,4.7 {1x93- v \ 1 - L 1 A 5f LF, 12'6 SD 1 s'I3 ' \ N 1\ v\\ y� 1 , , ` \ -` '\\\ \ \ ©.. Fo {{19.1, \: _.. CITY INSPECTOR. bb 420.31 {2,:s ~pC: ,+00 SAWCUT e 43 SI Q. � . - 7. PROVIDE PAD WHEN VERTICAL SEPARATION LINE 4�.. 4 --- 423.82- 428.1 < -'` �' �� -'�- ---- - 42724: 43,A7 434:36 435.3514 429A7 �" THAN NAF IS LESS TWJV 1 F00T. �-` EXISTING WATER `� �' � 32+00 3+00 33+00 34� REMOVE EX - 429 PROPOSED ASPHALT �REMOVE EX i w LU SD CULVERT IN R/W SO CULVERT1 AXIS SURVEY & MAPPING, INC. -==-- Fo ` 1-� 13003 NE 126TH PL _ -� -: `� Fo -------P --- o ro FO 0 0 -- --- ----- J P P--- P- - ----- KIRKLAND, WA 98028 IV- t;8 #i, TYPE 2-48'0 _ s �` �I -�-� ,-• HO 425-823-5700 _ _ W/SOLID LOCKING LID SCALE: 1'.s' $TA 3D+67.$2. 26.00' LT AS -BUILT DRAWINGS ROAD TRANSITION C8 Si TYPE , `� TYPE 2-4$ 0 STA 32+70.36, 20.72' LT STA 10+34.97, 18.58' LT _. 20 10 '0 STA. 30+$3.99, -?150 LT. 10/31/2014 tiPOF EL.=416.45' CL NT'X MN SIDEWALK IMPROVEMENTS + S STA.=30+3'3.97, 25.67' LT. =STA. 104%.06. S 287H ST 0087000019 OD87000021 9, 9 {o -BEGIN ROAD '.IMPROVEMENTS FSSRF 1s.7o' LT. K 2-�-� ��� L I� / 1 T 2-48"2 R=3 7 924 ALLOWABLE PIPE MATERIAL. U".'�,�STa=3o+20.00, Nni W/THRU-CURB INLET $TA 33+88:95, 20.72, 1.T.: LAND 0087000006 0087000007 0087000005 STA 10+34.97, 18.58' RT 1. REINFORCED CONCRETE PIPE 2. DUCTILE IRON (WATER SUPPLY. CLASS 50 OR 52) I l ti� 15 3. SOLID WALL POLYETHYLENE PIPE (SWPE; ALSO KNOWN As HDPE PIPE OR HDP) 4. CORRUGATED POLYETHYLENE PIPE (CPEP) BENSON ROAD S (MINORARTERIAL).. Ilk-- r m M Mlco �j - hl j j N� N M M M Vl t0 M { CL INT X I �I 1 I _ I ST + BENSON 10+00.00. ROAD S'28TH ST 3s' LE40,95, E V: 32.9$ -s3 IF, 120 S 430 - - - I 430 435 j o 435 _ - -- EXISTING GRADE O rt 425 EXISTING GRADE 0 CL - 430 4W I i'' �-- •� -� I ss' .0� , SD 37 Li ,+ i .84- LF, 18 .� I i CU 4% , r -rte yy �/ �! 5=051 i I �(Q 425 _ -- --- I -1 d -0c- q� L I 52" : TYPE 1 I� LF, 12"" SD j " :fj W 47 _ r ' C ' I/ i i li ® 435 62 "- TG=43$:4Q 415 -d3 LF 18'd Sfl -1 i i 41529 S=0.33 /° IE -440:46- IE=43Q:�8-12"0 R 12 0 SE 430 79 NW a3o7a n 42U �, EX15S\N ti I TGm% 1 428.30' _ I 1 = - r...�r.... ' E- yy 12"8 N, 425.13' I I U v 410 I �_... SD CUL RT - ' -- - iI 1 410B is. TYf IE 2-48"0 S V. 2-4840 - 4 - - 415 W/TRA9H RACK I' 425.94 E=42681- 118"OSE TG=HR43s2..86 432.08'------- IE=4 18 425.71' E-426.01 18"0 NW arc 1 "0 NE 426.18' 412.70' i i �E E=426:88 1 SE 426.70' - 405 CB 11, TYPE 2-48.0 I--�_ i 405 '410 I CB TYPE 2-40"0 j �E 426J8 1 "'8 0 NW 246.13' CHECKED FOR COMPLIANCE TO CITY STANDAR W TG UD LOCKING LID 416.98 I I TMG IE .09 12"0 S azzar 424.96' IEF�18"0 1E 41366 j *At IE2-18"0 INW 413.63 I IE-18 IES 240 N 42466' 424.01'. i 30+00 __ 31+00 32CC+� 00 33+ 34+00 IL� CON-11ITINO: 0 T,{ICST, , NAIN BAA.. I4tlt9Tt SUBMIITAI ESM /11/14 ,3J,{ 9lMY@ 4l'IE �. HWD IBBB w wo,.m/Iw, CITY OF LaRosa ad/i eN�1Al, ,ar z w9r1� B1w. rw eoa 2 f suk,lnl,ru 13fA �,2�,4 ili 2 R E N T O N ROAD AND STORM PLAN AND PROFILE �.N qV. LIq wwvl.eemclyltco,n .com � � Planning/Building/Public Works Dept. -0'1_ Gq,WA) ESM J(19 #1670-004--013 r,�t�° NO. REVISION BY DATE APPR 11 I � 8 z o 'Fo mD c ➢� iRa lgo D GGG 92� M z Qm z _ I � 8 N J o 'Fo mD O A=N iRa lgo D GGG 92� z Qm z _ cI _Z� z c z m M In I 8 N J o 'Fo mD O A=N O T 8 O $m_ _ 7