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HomeMy WebLinkAboutTED4001782.3 (2)RFGICN NO. STtJE FEDERAL 11D PRCS ECT II"'-. SHEET IIC. Ic MASH. PRI` I =-12b8 (2 P. i. STA. I I+8i.7i I--q�5-3((, 335) _; GENERA'_ NOTES �> CONSTRUCT COLIC. CURF RAMP, LOCATION BY EtIGINtER. 072 EXIST. POLE OR POLE WITH LiNIIHAIRE, TO BE REMOVEC OR RELOCATED BY OTHERS. EXIST VAU_T TC F-E ADJUSTED, REMOVED OR RELOCATED BY OTHERS. < JUNCTION FOX TO HAVE MAIN CIRCUIT FUSE. LCCATION TO BE DE T ERNIHED BY PUGET POWER AT TIME OF CONSTRUCTION. FOR LUM INAIRE SCHEDULE, SEE SHEE •T 2 A. . BHT A Ff�k Wi TFi AND DRAINAGE RF 11'- 10 LEG rEND FULL DEP71H, PVMT. PV1viT. flVErRLAY E = PAVED SHOULDER CONC. SIDEWALK CONC. CURS & GUTTER ,URB RAMP -- RflAD SHOULDER --- - TOE OF SLOPE - - -- RIGHT C F 'NAY ­_ -- CORPORATE LIMITS <DCZ�"� ROCK RETAINING 'NALL _____ REINFORCED EARTH RETAINING WALL . � . SOLDIER PILE a LAGGING RETAINING WAI_i- EXISTING PROPOSED (HALF TONE) Iv,(� - N �� - / �- I/ co .r -� 5 - II �0 j II �r'c, �- -, LUMINAiRE & POLE / 6 ,� �O- 8 ~ �12 - s ✓ 1✓ JUNCTION BOX ICE- hn �'r S.W.GRAPY WAY = A o � 1 _ I A -1_� � TYPE �I34 8. �C (2M LINE) p �� a �'�-- _ _ �- 5 U (STD. J-I1� .\ -J �P' �� A LT. B ) r �� Q `\. x ,-' ° lb-J C I ,. r. � JUNCTION BOX 24,E i ` d �C �I3 66 L (BRIDGE; ` r_. LIMITED ACCESS i --- o. F-'hG !. / ��-! _ \� N / ELEC.CONTACTOR (TURNBACK) LINE / - �� s, A 1N T i 3 r '" 3 l_ r ___.. t C B E p a� �- '" �, WIRE NOTE ;;l, 1X11 2.) 1 r � ro � e k R E r L' N CURB CURVE TABLE_ O PC. STA. L R L PT. STA. 1 10+38.96 83.7- LT 45001'38" 100.00' 78.59 10+85.01 43,23' LT 2 10+851.01 43.2� LT. 69°24'58" 173.8_ 210.65' 12+F2.04 30.94' LT: 3 10+33.57 44.33 RT. 10005Y.43 20,00' 35.25 _ 10+61.20 22.47' R T. 4 10+61.20 2-2.47' RT. 78025'59" 118.9I' _ 162.77'-- 12-+56.60 29.69 RT 5 13-+19.27 30.00' RT. 114022'23 " 2.50 4.99' ` 1 34-21.55 33.53' RT 6 13 +21.55 33.53' RT. 54 ° 18'08" 55.00' 5 2,1 3' 13+ 23.98 83. 67'RT 7 13+-43.36 70.00 RT. 30000'03'. _ 40.06 20,94 13+38.00 50.00 RT. 8 13+38.00 50.00 RT 90°CO 00" 20.00' 31.42' 131.56.00 30.00 FIT 9 13-1-62.09 30.0O' LT. 92026 34" 400O' 64.47' 0+72.32 20.00 LT 10 0+75.49 20.00' LT. 41 °09'32" 117.3O' 64.26' 1+48.06 15.20' LT I 0+90.0I 14.73' RT 41 009'_2" E7.23' 62.G6' 1+60.47 I0.00' RT 12 Of78.24 15.00 RT 110032'39" 40.00; 77. 17' 15+05.68 28.2" I_T 13 1�+05.68 28.27.' LT 1 41°20'08' 1 209- 151.40' 16+76.68 25.00 LT 14 14+ 1 1 .84 30.00 RT. 64° 13 2 C" 252.46` 282 98'�1 16+6,a_39 25.03' RT. CURVE TABLE � - P. 1. 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S DESIGNED MEW/ BK DATE APR I L, 1982 FILE No P:E E:LIEVATION DRAWINGURS C O M PA Rey I DRAWN. BK ......... ...0.... ......... ........ .......1. ........ ........ ........ ........ ........ ........ ......... S Cq : : : :0v .........:...0.....:........._.........:.... - : _ : : i } . - i : : : : ? SCALP I _ FIELD QOpI[ PAGE_ • ' • ' . ' ' • • ' • • ' • ' ' • • • • • ' . • . Consulting d Anal Analysts REVISED PER RECORD DWG• GR 8-17_87 CHECKEL_DSP _ ...-................................:..................:......... : : _ Con g E Engineers an y I 4o H TL'� -�tp-'I'1�-% t :: - - :::12 ....... - - - �: ... ......... ......:::� 4 :::::::: .......: ::::1:5::: ! 6 Seattle, Washington NO. REVISIO' BY APPR. j LL DATE APPROVED SHEET OF 63 DIRECTOR OF PUBLIC WORKS SUPERIOR REPROGRAPHICS sCAN14EO MAR 2 8 ZD03 C ` s ��71d,