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HomeMy WebLinkAboutR-43810515uRvEY S U RVEY X �f I SURIV E`C �15 ��� 19a! o- � � �Z W 1- a lu z oop� LL uJ T W o a04 z l9 y Wz 0� �z+ z°C Q m oo Z � OC°0 0 N r�aQ Z�4 rL �+ %S Z�� aOm o -t z~Q Db�� - � w F-0+ LA Z 4 Q eD EDGE OF PAVr_M5l\tT d W 4 I� I4-'I �j 11.t/1 Ze0cw0 vJ LL' .! ouT51 D L o F C.uRV E (0q RT) / W F- k-/ I Iy5 ICE or- CuaVE COnl SUPER ELEV. DIAGRAM (6% FULL SUPER) 15TA. 51 + 31.60 TO STA • !D7fi 25. StD > _ lily >v > �� ;�o -IJN Uz Z LL pp * W O 0 W J III Z i11N Z OO Z �k LL W�� �Z� ZN J a20 00 wo� Q zad Wor 3� W O� 3M �Ht toh WJ?� }-Lh 0+ t. W �Q C z Q 4 � EDGE OF PAVEMEi-IT �, ! }- rn 1J` f- Z m � � LL ul / CIUT51DE CURVE (ON +"T !� W OF PAVE PmENT i INSIDE OF CisRV1~ (ON RT.) Z 0 rsc ,V m o ,0 0 Z SUPER ELEV. DIAGRAM (6%FULL SUPER) STA.5$ty'4•iOTO ST4.torcty2.73 Q U) N Z �0 u p4c f- > �Q J t �La � > QQ 1"ZQ > I.:� z� � �In � �o :D + W't O-T W UT w oeQ 0 _ 7ws1 Z 'U)�' IOU 0 a Q Z-D F4- 06 O O O N t a` 0 rl N+t 1- w N N ao 1r + vlo+ �+ ZQQ I zr Q� NZr EDGE OF PAVEMENT I W N 0 C,� / w to ryILN OUTSIDE OF C.URV EON RT) I"l> EDGE OF PAYE.NIENT :. __. I NSIDE OF CuRvF_ (ON LT) SUPER ELEV. DIAGRAM (6%FULL SUPER) STA .70 + 58. °A" TO STA .'7q + 2 7.49 "A" c u R V E D AT -,a (so Rv Yct-- !� - Ign_31' 12- D = 8 ° LT R _ -716.2o` _i = f 1G-77' L = 231 50 ` Ft. - 54+2-q.78 CURVE DATA (SURVEY 4-- 746 4-" p = 5 V R T. R = 71(A.20� T = 224.G2 ` L = 435,33` P. = (2)3t00. C0-7 CU R\/ E DA TA (CaysT q-- i d = 3 3 ` 2cl'- 12-" D = _7' LT: R = 518.5-7 ` L = 4 7 £3. 4 2' P- -a 75+00. 02"4„ Z 3 0 > > V w � o OC � J. J In I Z � b� �4- J�� o I,r. -Z v- 0 o z IL 2 3 u) o-T - 4' 0 cup,\/ E DATA (Sup_ytt ' � �qr 6+ �� WQ rJ,n azr �� el °+ _ � I Z 4 d pp Irk i Q ,�- L - vl j- z pc h -5 L 7CO ,g� �J� W 1-0 N z� aft- J 14- D� / EDGE of PAVEr�tE.NT U IL c� Q� 'R SURVEY �/ � OUTSIDE OF CURYC.(ON LT) i �] � T = 52 7. Go ' L 101 1.03` G DG E OF PAV El\A EN ►` P. r = 9 o t 44,78 INSIDE OF GIJRVE(oN RT•) w SUPER ELEV. DIAGRAM (4.5% FULL SUPER) STA, 8 �>+54•H5 TO STA .'gI:t90.4,+ FILTER FA5RI FENCE SCHEDULE NOTE = EXIST FILTER FABRIC F5NCE SHALL REMAIN IN PLACE (DO NOT CONSTRUCT FILTER FABRIC FENCE ACROSS EXIST. DRIVEWAYS) (FROM STA.72t30, ON RT. To STA. $3+ 25 , ON RT. 4 FROM STA l'3 •� 25 ON LT To STA 8 2 5 ) STA. TO STA ON LEFT SIDE LENGTH 56t 68 LT. TO 56+90 LT, 22 FT. 58+42 LT. TO 62+50 LT, 365 FT 63+80 J-T. TO 65+SO Z. 1 53 FT. 73 + 2 0 ``A'' LT. OTATIONINGS ALONG PETROVITSKY RD.) TO I t00 LT• 1577 FT. (STATIONINGS ALONG 134TH AVE. SE.) I -t 00 RT. (STATIONINGS ALONG 134T-H AVE. SE.) 95+25 LT. i00 FT. (STATIONINGS ALONG PETROVITSKY RD 280 T FT 128THAVE. SE. 2+00*LT. TO 3+00*1T. 100 FT STA. TO STA. ON RIGHT SIDE) LENGTH 38 +35 TO 38+75 40 FT. 39+25 TO 42+00 2 d0 FT. 44+22 TO 51+50 640 FT. 52+40 To 54+60 195 FT. 55+70 TO 62+63 570 FT. 65+20 TO 67+75 255 FT. 72t30 "A" To 83+25 10 53 FT. 83+75 TO 86+00 230 FT. 89+75 TO 97+On '740FT. 98+20 TO 100+50 24.0FT. I+2O*RT. (STATIONINGS ALONG 14O' hAVE.S9_ TO 112 + I 0 470 FT. (STATIONINGS ALONG PETROVITSKYRD693 ) FT. 6 + ON LT• UNLESS OTHERWI&E DIRECTED 6Y W& ENGINEER iLT. 0 CROWN RT 51+3L(o(v -20/0 3�11.?� -2°o 51 _t 90.1(0 -2-0/0 ?i 2.136 00/0 + 2° ° 52 48.6� - 2'/0 ?i9'�.�17 qi5 + 54+�•tl-BG -Co°�° 394.72 {-6° o �T(0+08•8Co -2°% 342.5 i t2°/0 -%t 67.5Co I -2°lo 391 .29 4% 57+25.$(0 -2 /0 3qo• 0-7 STA . L- T. CROWN - 2_61o_ � � : � , 386, 5 Co 5. I I R T•. Yo ceoV\,N 58+94.70 oof II.70 - 2°o - /_170 64+58-73 +Galo 9 IO -coo Cos+-75?3 + 2% 405•of - 20o 66-6 23 O o o 408 7 r -2"/0 664g2-73 - 2°/o 411 102°/0 STp, . L_ /,,CROVvN ELEV• %� CiZOww 70+584r"A' -2-0/0 4 A 42 - 2- -71+21 4h'A" -20/0 412, 5Co 00/0 71+04.4-6"All -2'/o 410.gl +2010 73-+ 10. 4 G,"A" - (0 °/0 405. 0 3 t (00/0 7(o+'15 48'A" - 6° ° SS• 59 t G v 78+01. " =I - 2° 567 6o '307 '7 t20/° O% 2--/0 78+(.4.49'A 2°/ 7R+27.4q`k' 387. 06 _ S ' LT. to CROWN R T-, CROWN 83+"- 9 -2"'/-0 84 +-k-7 95 00/0 9 5.41 64 t6o.96 2° o �qi5. 29 - 20/0 85+5Q.T 1 +-4.5% 3q7 C°9 -4.5°/o Q4-t 85• GB t 4.5% 4.42, q 8 - 4.5 % q 5 +64.44 t 2°/° 448. 25-7 - 2D/0 a(6+97.44 q(D +'R0 4t O°/° 4-55.5-7 -2-00 -2 °/o 45 g. 2a - 2 ° ° NL y rva BENCHING DETAI L (SEE SPEUAL PRO -7-0- CHAIN LINK FENCE TYP E=- *G r a 8" MII.I THICKNESS OF SPECIFIED BACKFIL1- - da 4:- G it PAY LIMITS ExCAvATtON ONLY NO-FE I. IWSTALL. CHAIN LINK FENCE TYPE *60 AS R EG UI RED 2 • CONSTRUCT METAL HANDRAIL AS NOTED 3. FENCE OR HANDRAIL REQUIRED W"G%14 ROCKER( IS 3,' OR IAORE IN HG%GFi7-• 4. SEE SEC 6.03 ROCK RETAINING WALL C-AP (CEMENT CONC. cl_ "C") - G' I BATTER I 0: _0 I > CD �ORIGInP%L GRdUNo ROCK RETAINING WALL UNDER SIDEWALK (FILL SECTION) ROCK RETAINING WALL QTY UNIT ROCK RIFT. WALL CAP CHAIN -LINK FENCE TYPE** S7A.36t75 TO STA. 39+25,oN RT. 30 SG.YDS 5D LIN.F►`• 50 LIN•Fr STA 43+33To STA.44+04,oN RT 0 7Q SQ.YDS -70L.IN.FT• "70 LIN. FT. STA SI+Go TO STA 52t'35)ON RT. 2 55 SQ.YDS MF-TAI-.H NDRAIL 0 STA. 54t60 TO STA. 55+50,OK RT ` 90 SQ,YOS g0LiN,FT 90L-iN.FT. STA.57t I O T O STA. 58+2�),ON LT 60 SQ.YDS iICo Li1�i. FT. lino -iN F T STA. ( 2t-iT TO STA G$+85, oN RT ) 40 SQ.YDS 108 Lwc V-T 108 L 11V. FT STA, 64+07 TO STA 64tgo, ON RT. I oo 5a.YD5. 83 LIH.FT . 83 LiK-rT. STA -0+80 ON RT. (StA71ONINGS ALONG 1341HAVE.SE TO STA. a9+4-1 , ON Li. A-0 5Q.YDS. CHAIN -LINK W/ PRIVACY FENCE TYP #6 SLATS 4 CSTATIONINGS ALONG PETROVITSKYR .} 5-rP_ g0 -L 50 TO STA 91 +20 ON RT. 55 SQ.Y05- to LIN.1=T. I 70 LIN. FT. , STA. 108+$9.91 TO STA. ID8+93.35,ONRT. 'l0 50,YDS. METAL H1 NDRA4- 3 STA. 58+ IS To STA. 58+ 62, ON RT. 'TO LIN. FT. INCLUDt_S S6L, YDS FOR DRIVEWAY RECONSTRUCTION AND i MPROVEMEN7. INCLUDES SQ.YD5 FOR CONCRETE. STEPS - ? CONS"f►ZUCT METAL HANDRAIL (SEE METAL. HAIJORAIL DETAIL ON THIS .SHEET) CONI-:'RUCT. 315 LIN. F'T. CHAIN -LINK FENCE TYPE * 6 kJ/ PRIVACY SLATS FROM STA _0+t30 , ON R'T_ C5TATIONINCGS ALONG 134E AVE, SE.) TO.STA., 4l+Zo, ON LT. CSTATIONIWrS AL,rDNG PETROVITSKY Fm) SEE STANDARD PLAN L-2. , WASHINGTON s`+':R E , DEPT. OF TRANSPORTATION, ATTACHED TD SPECIAL PROVISIONSJ CONSTRUCT SO WN. FT. F%OCK RETAINING WALL CAP FROM8,{INGS ALONG TrA V S A.8943ON T(TAT (STATIONINGS ALONG PEROTSKY RD-) S' ©, M A x . 8, _ 0 RAIL ' 1 "1,0 5ALV. ME i 4L PIPE W/ V,/RLDE;- JO[NT� PIPE_ TO 8L SIEST IN G"OIA - Hot. W1 CEMENT COIQC.tz- s F'AYMr-NT' METAL HANDRAI IN P'-A-- E PEt1 L.INEA'-_ i=13'), . METAL HANDRAIL DETAIL STA. 51 + 60 TO SIA.52+3S = 17 LIN. FT; (INCL-HANDRAIL I- OR CEMENT STA + 08159.91 TO STA. 108+93.3S = 58 LIN-FT. CONIC. STEPS) 135 I-IN•.FT- DATE REVISION 42 L-: I 13ATrE4 e �. .f. ....... ti�rl^ _ STATIONS FOR uOL"r- RE7". vVALL MA'Y BF CHANGED f3Y THF aNC3i1VEER ON THE 't^I EL-D. ROCK RETAINING WALL (FILL SECTION) STA.62+-70 TO STA.(6�+80P4 L.T. �Z I SL) GS SQ.`(DS (F•ACE i STA .90+4�, TO STA: LII+25ONLT. (1112: 1 SL.) 5-5 SaYD5(FACE) PHY4 cll'vIl i .J ROCK RETAINING WALL (CUT SECTION) ST-A.4._+i- TO STA .44+Ste, ON L.T. 210 SO--(IDS{FACIE �i A.f3G+ 1,E T STA ,66+75)ON R',�. 1 80 SQ_`tD5(FACE') BEAM GUARD RAIL 'TYPE I FROM STATION TO STATIONt STA. 7C r Z)W 70 70 30"A', -70' _.T aZ� LIN =7. S%A. 7C.t02`A" TO 70 t42 IA; 32.' LT. 4 _IN. F T, I STA . '73 r 0o I'4,t , D -75 T o.5'A" 3 z' RT. Z 05 ►_ I l v. r- r . 1 ;A 1_- r35"A' TO 80T53"A" 32"RT 516 L-IN.Fi. TO 7A L_ -T a 3 LIN_ FT t : +rD CONSTRUCT SEAM GUARD RAIL \I-._ ANCHOR TYPE I CON BOTH ENDS) Ian of v CALL 48 HOURS _ RS U VA01 qll Init �e_c BEFORE YOU DIG 4114 �03 O.``' 1-800-424-5555 KING COUNTY DEPT. OF PUBLIC WORKS DONALDJ.LABELL%,DIRECTOR PETROV ITS KY ROAD- PHASE U 120th AVE.SE. TO 140th AVE. S E SURVEY No. � 9 "2 3 - 5 ­ 15 COUNTY ROAD PROJECT No. 70018 2 SHEEP_ 3 OF 44 SHEETS '.F 00 INCH- FT YER INCH- FT MAINTENANCE DIVISION No. `� ,) APPROVED BY / • LO th 6 J,H/L. i° CO b 10AD ENGINEER DI%XERIC3i POST OF WASNINGTON ;1 - R-438105 A %7.A(.-/' A-r 8 8