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HomeMy WebLinkAboutR-438151T U C U R E NO S _E 0 NO THE FIRST NOWWR OF CODE DESIGNATION / REFERS T O THE SHEET NUVBER OF THE It Cool , V / & /,"/ sa CONTRACT PLANS. THE SECOND NUMBER ,� QQ'���►� G� Q �� �' Q` % /' % REfEl45 TO THE COWSTRUCT/AN FEATURE �� �'� ; �(� `V,! Q j" O / �i �Q �1 (�;Q IN Q Q Q`i'O a `��'� �� of / FO�fiMID ON THE PARTICULAR SHEET. G> // ;, � \ � � � \/ �•. � �- � O �C t� O ,_ � � \�` �' <v �V cb V , a Q��c p ' /i/ o �D ,i V� �,, a �,gyp„ �.. �� w ,�� �P ��aD�' A`� NT - FE PEC L C CH SIN J o Q ., �� �- �- a �� „� ETA \ Q 0 �V �/ �� r r ' 'i "J '� '�� �I /� v �j \ J� Q Q q� /� i V /'/� V / 1� �P �/ Q' y ; `��(/ �/ V • lV x i ON .5 of 4 �E STRUCTURE EXCAVATION Q' Q V / v ; \ / �/i, '� \ Q • / r /`�(� �Q ` ��� ,�j . \ J .�,.. QQ J Q J , Nk Q� Q � n s' /\\ Q,� ,a a e �-c, �. • . / v/ r QUANTITIES FOR ESTIMATING Q` Q �/ Q/:� / / ,; L(/ Q ;' \ r Q \ ` �/ Q Q,/ V ;. Q /L.�i r %; rJ Q Q h PURPOSES ONLY, NOT FOR V� C1 (� `�/ •.�' V `/ J• v PAYMENT. `''!.` O � �(� `,gyp`/�P;��Ja - J� V Q '` �(/�Q r (SEE SPECIAL PROVISIONS) O� �/ •� Q► /, _ /� % ` : V C i v/ C} Vv /'' J 0 (p ( �• ,` �� ((i �,;,{� Q((i ,�Q Q ��� Cl �j� C.�/; Q/ / zv J � `' � v �' �' �; 'y �''�► `�, '�► '�► s m � � � � ems; � � �'� � �, ��,i' ' � p� � ; �, � V� ,`V c� � � � �� a J`' ,Q ;' - ; �- ��" cJ �V �V V��� V ,�� �o o y> �/t<, Q ' C42 ��- �� .� ; VJ VJ V�V� V�' v� V� Q C C� Q- P VP CT V� �� w4�' �JP�y�' w V ' ' Plan of Record CODE O o o D o D 0,10 0 0 0 0 000 0 01.1 sr,a rionr N DF C.Y. C.Y S. F T. L. L. L. F L. F L. F L.F. L. F L. F L. F' L. F L F L. F"" N N ONLY OW ONL N L N N M N N L F F C Y ONLY F F. 'y Y Y Y Y Y Y Y Y Y Y' Y `( y I 103 S. W. SHEET ! I 11 - 1 s4+s9 To 54+s2 5 11-I REM E 3 L. E ISTI G I NC. CULy., 23 LT• 54+59 To 23'LT. 54+8Z) 2 55; 18 TO 56+40 52 it'll 2 CONS RUG CB PE I 23 LT s A 5 l8 CONNECT TO CB (�23'LT,STA-5o+40. REMOVE EXIST. 35 L-F OF 12"0 CONC.GULV 3 5 ,+ 40 W 23 3 46� Z - - - - 3 4 CONS ONS RUC RUG CB C13 TYPE Y I, 23 I, 23 RT LT S CON A � EGT TO CB a 23 L.T STA - 5-6+ 40• 40 CONNECT TO CS e 23' LT STA 57f$5• REMOVE 70 L.F EXtiST I2'� M CULV 56+40 57+85 .5q. --- - - - 14S 25 3 4� . � 1 - 5 57 + 85 (x) --- - - i -- -� - -- 5 WW7RUGT CB'TYPEI I, 23 ' LT 4CON I III ECT TO C13 23' RT CD STA • 57-85. 24 ' LT 54+45 TO 5�472 4 9_51T 51t-33 To 57-1 ra 58+ 2(o TO 58-78 IO 6 IREM VE 2 L. - OF EX) - 12'(p CONC. CULV• (231T. 58+26 To 23'LT, 58+78) 7 s� + gs To sqf oo (o0 1t5 7 N RUC C TYP I 3 ' R STA 5-1+85 CONNECT.TO GB (P 23 � RT STA - 59 - 00 • EXIST. 3&"O TO S. g 59+ 10 ! _ _ g ABA PON EXISI STD M . H.,@25'�T. A 5'9+ID. REMOVE 14 L. F EXIST -�2"0 CONIC. STUB (M-\N), AND PLU[ AND A13ANPDIV 9 59+G31 45 - i _ 9 REM VE EXIST. STO 14 H.@24'LT.STA59+91. REMOVE 4 L.F. �.X1ST 36" STUI3(FR.N) REMOVE APPROX. 251. D _- XIST !2"0 CUI V. (FROM E.), PL G AND ABANDON EXIST. 36 TD W . 4&11_ -T-� - T ------ - -- 10 II CONS RUG C B CB TYP TYP 1, 2 3' LT CD NECT TO CB •0 23' RT STA . 59 00 11 5 +00 TO 59+55 55 i CONSTRUCT 12 ' RT STA- 9+00 CONNECT TD Cr3. a 28'RT. STA - 59 * 55- 2 59+91 TO 59+38 2-54 &40 1 1!5 IDo' 1 ! Z i i 12 NS RUG CB P H,5 "OWI SOLI METAL COVER @28'LT. 59+913 STUB 10 L.F.-36"O CONC. CULV.TON. (THE CHANNEL) W/MIN. f t 0.5% SLOPE A. CONST. FLARED END SECTION-W'O 4TRASH RASK--36"0 , STUB 90 L.F.-36"0 CONC. CYLV. To 45'RT. STA .59+38 5.r W 0.5y' SLOPE, lN5TA1.L. 3G" TRW RACK ROCK SPALL FOR OUTFLOW SLOPE PROTECTION 13 59+55 TO 62+10 ( f$$9 !� ! �5 255 _ ! i 1 13 NS RU cB TYP L) VY 4 ``gyp wl I APWOX. 2 UD hETAL LOCKING LID 28'RT, STA • 59t55. STUB 15 L.F. IS"� CULV. PIPE .D % SLOPE, ROCK SPALL FOR OUTFLOW SLOPE PROTECTION • INSTALL F. R.DP TO S (TH CH NN CD TR L DEVICE.PEVICE. C NNECT TO CB e 23' RT STA- G2i10. SHEET 12 - - 12-1 5g + 94 TO (Po + 73 16 - - i - -- 2 6194131 To &0+ 32 3g. �26& 41 ! -- 3 60 + 3 2 TO CvO i• 75 304 43 _ _ IZ-1 REM VE PP IO 79 L.F• EXIST• + 7 3 ONC. CULV. FR. 29 LT STA 59 94 TO 29'LT STA 6v� 4 60 +7S 25l { _ 2 3 fON9,TRUPT ON NS 4 RU T CB RUC CB L. F. TYRE TYP I2" CUL , 2 8' II ,48" 23 II,4F8" ,23' T STA 59+01 TO 23' LT STA 60+32 CONNECT. T STA . 60+32 4 CONNECT TO 013 8 23' LT STA . GO +75. STUB 25 L.F. l2"0 CULV TO N (THE DITCH)• G (61+15 TO G1 +44 6 61•-87 To 62+12- �- ! - ; _ 4 5 PLU AN A N ON 1ST• 12 ` CULV- (FR.33'LT. 6I+15 To 32'LT. 61+44) 7 59+55 TO 60+32 40 ?7` i _ 6 -7 ONS CON RUG _25 TRU T L.F 1-.2"Zp L. F ULV• LO TION OF OULV• WILL BE DETERMINED BY THE ENGINEER. 60+32 9 60+14 ro 61 { 60 11 2z•5 12" GU V C2 'RT 59+55 To 23'RT 60+32) 4 CONNECT 3 47i 1CONgTRU T CB 10 (02+20 'To 62t10 1 8 TY E r W1 TIAROU H CURB INLET FRAME@23' RT A CONNECT. 11 (02+ 10 TO Co3+00 90 _ 1 9 REM VE 5 L F. E IST• I Ito NC ULV � 22' RT G0 +I � TO 24 `RT G0+57 23 ' RT, GI ;18 TO 23' RT 6I + &D 12 &14 90 To lv3t 29 115 10 CON U C TY E 1, 3' . 6Z+ZO 4 CONNECT TO C.B. Ga 23'RT 62-HO 13 o •t00 W 4_ • 3 1 4-7 ICON RU T Cg3 TYFIE 4, 54" W THI?OUGH CURB INLET FRAME G 23'RT. STA. 62+10 4 CONNECT To C.8.C+ 24.3'RT. STA. 63+00 14 lot+gb TO 63+33 ! 12 REM VE 2 L.F• IST I�"� MP ' LY•,24'RT,GI�-90 TD 62•r52 , 4 REMOVE 25L..E. EXIST l2' CONC•GULV , 24.5RT I l03+0o TD G4+05 ►9 9 106 13 ONS RUC GB TYP I,23` LT. CO NECT TO Ct3 24.3 'FAT C�3 STA �3 t00• G3 04 To 24 ' KT, &a4 29 N. &4+21 To 44+10 14 PLUG AND AB ND0 EXIEST. 1 ONG- CULV. 32.5' LT &2+90 To 33' LT G3;35 17 (o4 10 TO (05+06 4+ 3 s5 1 15 CONSTRU61T G13T1 E 1, 24. ' RT TA 63-y-00 CONNECT TO G13 © 28.6 RT STA • 64 +05. 1$ 694405 To (o5t25 120 Z 16 CON T1RU T C RB 1NLEST IV- 66.51T• Coo+21 CONNECT TO C8 m 2&-P-'A--T STA • G4+ 10• 19 644 8o To &54 i1 17 CON RV r C T`r �' I , 2!0 2 L STA. 64 -� 10 � CONNECT TO CB cm, 284' RT . STA G4 t 05 - 2 &4 1 1S TO 6�+ 56 .2 18 CON TRU T C,13 TY I �` T S . 64+ 05 A CON INECT TO CB @ 29 ' RT STA - 65 + 25. 21 64 10 To (05+75 Af 312 1&6 19 PLU ANP AB ND N EXIST I2" Co NC. CULV,Z8 ' RT STA. 64 +So TO 29.5 Rr STA -6S-+f1 20 PLU AN A5 ND N EXIST I Z" CONC. GULV 30 ` LT STA. 641, Is TO 25.5' LT STA - do +- SO. 22 (00+25 21 CONE TRUC,T i 5 L . F. 12' rp CIJ LV 6 • 2 ' LT STA • &4 0 KING COUNTY DEPT- O PU f W 30.52.'RT.-6D+-26 # -CONNECT DONALD J - LA BE LLE � DIRECTOR 23 61 4 15 1 ti0.4Z04.8 _ TO za, ST .6 -r75 24 GO +76 4 i ( 22 ICOWIRW.` SP IAL H.- " @ r 23 - VC SPECIAL H.-`4 10CO 2.3}' . 61 +15, + CONNECT PETROV I TS KY R OA D - PH ASE II 120th AVE. SE. TO 140 th AVE. SE 24 Cous - G GB T. W/ HKQU R CURB IN T FRAME @23'RT 60+ 4 CONNECT TO BITCH 5AS' C Z3 RT 60t32 SURVEY No. 29-23-5- 15 COUNTY ROAD PROJECT No.700182 - SHEET Z8 OF 4'4 SHEETS �" �,.•�ry R . MAINTENANCE/ DIVISION No.�- s ? '�..,�,STe °. P .. o E D .. 4 at - CALL 48 HOURS BEFORE YOU DIG I t I i j Ftt l l4 i4i s 4 2ss 2 1 1 1624 36! 0 33 2rD 42 r i o0 2, 1 l 2 r 2 I 1 1 r l 1-800-424-5555 DATE I REVISION Hy - - s'•••»-••NG\��: L ISJ.MA f 104- r eo.o rN NrIR R-438151 )ISTERIGH-POST OF WASHINGTON