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HomeMy WebLinkAboutzS-0166SetEx 12" Conc. (Stu 13.22 +) TRANSAMERICq 77 culvert VICTORIA I O TRANSAMERICA Ex. 8' C. I.P (Sta. 1.8017) 77 ®� Ex. 24" Clay to 20 s Asphalt Roadway — — — Q T P 1 I Culvert �1 abanaonea). o P/L x PLAT �_ -- ,t�• -- __ 8 °° Stub To P/L 30' -- 8" Stub to P/L -_ -- T.e PARK / T 20'1 Asphalt Roadway 38' CMP (St. 6 +99�) 8 Stub t M �A e 130 1 0 over _ -- -- T.P E MH yTP `e -�� - - - -__ - --- h I v 10223 �� — -- - - -�� S .. - -- Drain k.r� __ _ - TO a, #a l 'G W —� _ TP N " _ c T. P. 1I ® ___ L m 7° 19 12.8'W - _ _ 20- W 3 � ® � ° 54 _ -� -6__ =Conc _o,__., aP' _: -- 1 4w..s��8 „ _ _ v' SI °53'16.4 "E tO N m-�'�6 �_ 16" G .y 18' G E 4MH -- 16G _ ____ _ - 16'G _______1 ____ E 20 W _____ zo w - -- - - - - -- -- - - - - -- --- -- - - -- 16 c - - -- -- -- - - -- --- -- �y In Install- 358.93LF Install MH8 Ex. MH i Existing MH #ll 8" Conc. Pipe 36 -- - 16 0 Sta 10 +72.85 Inv. 9931 I !W 30 Existi dll Sta 0 +00 > O 50 ) _F IL f- I Unplug South I.R. �dl Connect South Install MH 10 �� Install MH #9 O Z 1 O Ins oil LF 0i Plug West Sta 3158.93 NIRK J.E. Plug West n esmr. Sta 7 +16.83 - I zl Re- channel Re- channel x173 ) u esmr. I ��__ + 8 °° Conc. Pipe w , ><� 83.14' w Ex. MH Ina 89.32__ -'x. Conc. I Install - 356.02 LF - ------ - I 1 X I 8° Conc. Pipe + MH BSMT. TO EXISTING TALBOT Inv . 9a07 76.03' ( CREST LIFTSTATION Install- 357.90 LF I 1 s 8" Conc. Pipe 4' Crushed Surfacing 4" Class "B" Asphalt Concrete � I Course x 6" Crushed Surfacing Course TALBOT I ROAD S. H zoo nX Ditch /i. / / i / / / / / / / / / / / Existing Pavement Compacted Backfill Material ) Variable 10' Minimum 'Lane Width Shoulder Pavement Restoration width to - I Width be determined by trench location I I TALBOT CREST LOBE, E. J. 1 LOBE, E.J. I HAWKINS, J.M. i REEVES, C.W. PLAT 2709 2819 2825 2921 1 TYPICAL CROSS- SECTION 1 FOR ( ( I PAVEMENT RESTORATION No Scale PLAN I Scale: Existing MH tt I l Stu 0 +00 — 120 120— Connect South _120— Plug West �* Re- channel # Install MH 10 - I;1 Sta 3 +58.93 Install MH #8 110 — 11 0 Sta 10 +72.85 110 + Install MH # 9 --------------------------------- Sta 7 +16.83 z Inv 109.17 I i I Talbot Road S. Profile 8 "C.I.P C l e f- _ _ __ 100— ���_35a. ® C (Abandoned) - -_. _ 100 100 # - Inv 102.14 ¢iss I - - -- -_ ________ - Existing MH 12 S =2,56% ����� - - -- Unplug South 2709 � � - ---- - - -- -- -------------------- -- --- - -- ---- - -- - -- �s ®s 35790 -8" 12" Conc. 90 Plug West 91.13 o vv ® ®® ®mss coot. Pie ROCK Culvert 9 s® 0opa.ev�'3 ®a ®® ROCK °��e� ®a�a I ROCK 356.02' 8' Conc. Pipe ROCK ROCK ! ROCK 352.67' -B' Conc. Pipe 90 — Re- channel —�0- - - ® ® ®o--------- .. - -- --- awe ®s�mm�e I r- - --- -- ---- ----- --- a— fs�fe� Inv 93.05 - - Inv 92.95 I I - 5 =0.40 24' Clay to 36' CMP Il Jl J - 2825 Culver} 83.14' . 80 _ 2819 _ 80— nv 66.25 L,r 88.15 nv 86.73 Inv 86.63 80 78.83' 2921 ' 76.03 U Q 70 — 70 — —70 4tiyq��.'" - aPQ OF WFSHir `!Or, w a 60— —60— 50 — — 50 — � 50 0 1 2 3 4 5 6 7 8 9 10 11 12 S-165 13 DATUM PROFILE TALBOT ROAD SOUTH °i Scale: Harm I °= 50° - -' I N.O.S. Vert. I ° °= 10° LAD 279 SANITARY SEWERS I AS BUILT R.C. 55/2/74 BL ROSS AUG. 1973 5-166 BLR Mme` AS SHOWN 377 1 2 t r r Al r r r a r -r r r r r r A (KING COUNTY) AD - - SOUTH 11 C 77 RAW ' / 30' / EQUATION 1 R/ NAKONISH I, J. W I TRANSAMERICA ZI I 1 14 +25.52 BK= / 3315 15 +58.54 AHD r I 20's Asphalt / r I S.S. Raad -y BOWER,' R.B. I S.S. ) 1 L j 3303 aW M. 0 / 0 - - - � 75 PROGRESSIVE INVESTMENT CO. INC. s c-- r-- 6_' c 20 w / 3211 I j _ _ 340 _ s I I Z SWANER, L.A. d PP I � Contact Resident Ll1 5 r S.S. 1 wMs rr¢ (j 0 ] Install MH #7 I o I Ss. for stub L... lion I s E d E 1 I Instal I- 339.64 LF I I i 63 E. 12" Con 81 COMER, C Install ° 1 E a� i I S.S. 8° Conc. Pipe I S.S. O carverr I MILONAS, A. (St. 13 +223) 3023 11 157.83 LF Install MH #5 ;� o 0 0 0 - 1 3 w 8 "Conc. Pipe '� w w - ss .dl Restore Fences to 0ri9inal Cananon --►v CULP A.L. I. o A Sta 20 +08.71(K -2o) �'' s I I , .. ;x I 1 3411 1 _ _ Tee 11 _ -- -' Sta 25 +40 -__.._ 1 - U S.S. `o IOnI Install Ora MH46 I - -�6''MH Sta 20 *90 -' {-- c 6 Stub 8 6 S.S. Stub fi'Stub N 8__50 09.4'W_- _St ee �_ # St. 17 +16.37 (K -17) stub Tee N 3° 42' 36.3 W % iub 6 Riser �.. 6 19 +40 - -_ --• Sta: 21.75. 6 T 6' S s 29 7 I F AI;m' -6o std. ,�syr - -a �1. sue. +5o Stub s ±4 =# pia Staai M59.7 (K -19) s -rife 6 S m m � �! of w o -._. _. IPS�sr irrr a Y rr .. -St 2a +p .. - 3 17 +90 61MH Ts ry TT Ts i N N { NIRK, J.E. v m 171 'E 2fi 522 �i .T's a' 7's 1nStall MH #3 m �� ?0'36.3 "E ffA1/ . �. a.Stub N 1° � ffff� S.S. T's Install MH 4 I rm fy- --� asMr # I I Existing MH I -�- I - 71.43' Sta 23 +01.94(K -z1> I Sta 26+20.13 (K -z2) 1 m ass # -- 6 "'Stub I$ 1 Lot 4 Install-44.98 LF �, Sta, 30 +04.75 l 1 8" Conc. Pipe 0 1 Connect East s" 0 op• stun Instal l - 292.35 LF I I I Install - 318.21 LF ti CO Derail in Specifications) 8 ".Cone. Pipe r - 1 8'" Conc. Pie 0 Cone. -- _ COMER, C.B I p \ Ex. e° 3101 - 293.25LF - E 8" Conc. NOTE' - = =1 -Ex 30'• 8 "' Conc. Pipe _ \ Ex. MH e4z S'S. j NOTE \ Inv. 50.94 m� 1r cm�P stun Change of I L SM ocation �. I � 6 "" Conc. Stub shall consist of: e.. storm MH 1 ZIEGENFUSS ADDITION w "I PI 1 I I- 8 " x6 " Conc. Tee OR 6 " Short MH Stub I _ E 6 LF Min. - 6'" Conc. Pipe @e 2% Min. Grade PLAN N - F} �, Lot 5 y I - -- - I I- 6 "" Conc. PIUg rLN�Y U a Stubs shall be extended to provide Scale: \` 3.0' min. cover ° I Instal I -M H *7 Sta ° 14 +25.52, BK , :. Sto 15 +58.54 AHD Install ,Drop MH °`6 Sta 17 +16.37- 100 -100- -100'= -- - -- Existing Ground Profile ov¢� Install MH #.5. 0+2o Water ° dne'3w oz3 Sto 20 +08.71 -90- ^ 90- i6 Gas Main -90- Existing MH *'I Sta 30 +04.75 a7.3er -- --- -- ------ Connect East Wsss�rrrrrf I5Z 63' -g "Conc. Pipe " 3101 _ + - - Z _ - S= 1.47% e4.z� Install MH #4 Inv 81.27' d9rvewu Stu 23 +01.94 -80- ' 80 Inv 85.22 Inv 85.12 Y -BO- - Inv 82.80 Install 6 Cone. Riser Stub Ww�Izh Install 6' a � 45° Conc. Drop Stub 15 LF -6 Conc. Pi wWti„w p � Y �� Install MH #2 (See Detail in Specifications) ' - -- D w/ .Plugged 45° Bend - ' St. Is+so '' -_ �a,,�'� Install MH #3 Sta 29 +59.77 3211 - `� Sta 26 +20.13 - I 292.35' = 71.4370 - ' -70- h r -70- �° a° Ground Profile S= 0.58 / :--- - - - - --- + ' -- -- „ Q s 2 Inv 69.95 Inv 70.00 rs 8•• s0 93.25 - Inv 68.30 - Inv 68.20 g��i q� Pi� - I - - -- _ _ r ___ ' [Existing - -- _ marsh .. _Y� -ti'tl t'3'3131� _ 60- � L6 CID � -60- yssrw s � ®lases _ 318.21'- g„ Cone. pip. Inv 51 14 -- 44 51 N r® srrrrssrrsi�rrrrssrrrrrrsrrrrrrsrsrr " e Conc LC) { :+ - S= 1.21 % srsrs'rrrrrs 339.64' -8 "Cane. Pipe Inv 58.05 - Inv 57.95 50- -50- Inv 54.09 - nv 53.99 -50- 52.05) Lin, 51.95 14 16 17 18 19 20 21 22 23 24 25 26 27 28 C " 5 29 S - /b6' 30 TALBOT ROAD SOUTH PROFILE I DATUM Scale: Honz I "= 50' L.1. D 27 9 N.O. S., Vert: I "= 10" o^ e o, \s �r SANITARY SEWERS 8L ROSS AUG. 1973 5-166 AS BUILT R.C. /2/74 BLR - AS SHOWN 377 2 2 , _ _ � 44 4 n ' n n ra ® "" -- � A t e- 'Mr-' /® I e e ® ® r` 17 A rl 4n 1 1 1-1 in 4 / 1 C'. 1 !` 4 "7 'In