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HomeMy WebLinkAboutS-299307gSg d i i I I i I i �i z LLI ° ° L) _j LL U C.7 � d I L� v? d W � W U a° o oz 3 E �w �NN a cE V 'E SIC, �; 91 oy lowt 0 Dn o! 260 z z w w / z z z z J J •,v 254---T2-- 2_43: O_S ~. _ _ j /1 IV: 'G STA. 60 +02.43, 7.00' RT 0 1 - 10- TEE: (FL) `� N 2 - 10" G_V (FL°dAJ) o 4 1 - 10° VERT. CROSS (FL)cMJxMJxIMJ) m 00 2g0 2 - 10" PLUGS (MJ) _ N N TOP PLUG W /2- TAP & 2" PL iC_ (MJ) z 'C' STA. 27 +85.15, 2.43' RT 2 - BLOCKS cn / N a1 - 10 "x6" TEE (FL) % 1- 6- G.V_ (FLxMJ) = F 1 - 5 -1/4" M.V.O. F.H. ASSY. z 1 - 10"x4" TEE (FL) w 2 - 10" UNIV. FLG_ ADAPTER w u ^ 1 - 4" G.V_ (FLxMJ) j z a- 2 - BLOCKS _ 240 U w 4 N - _ _.... _ _ - _. _ - _ 0 spy+ a z 73.5LF10 "D.I. -CL 52 Z U / w z z / 'C' STA. 27 +12.52, 4.12' RT. ¢ 1 - 10" 22 -1/2• u+ BEND (MJ) / BLOCK - M ¢ PROPOSED GROUND 0 n V) + 2,0 N 64.7 LF 10" D.I. - CL. 52 EXISTING GROUND 'C' STA_ 27 +14.12, 5.75 LT 'C' STA. 26 +48.24, 1.33' LT. SSMH NO. 16, 4W RIM - 235 03 270 EXISTING GROUND -\ / PROPOSED GROUND - - - -\ - / -.:'. 260 0 0 w o o z L0 + J a0 N N =j H ' ¢ ~ 250 PROFILE - ALIGNMENT 'C' SCALE: 1" = 20' (K), 1" - 5' (V.) BY 1 - 10 x6 :TEE (MJxFL) 1 - 6" G.V. (FLxMJ) / I.E. 226.83 N 0 /y o 1 - 5 -1/4" M.V.O. F.H. ASSY. w / o Lo BLOCK / p• = N 220 _ - A ;Gci� 220 °Q a Q a 116.8 LF 10" D.I. - CL. 52 9 o .2�LF 10" D.I. - CL. 52 6v 0 iv 'B' STA. 17 +28.49, 23:58 RT LL] o / I ati 200 •C' STA. 24 +04.81, 8.28' LT - - - -- / z Lo / I z a 'B' STA. 16 +05.20, 23.59' RT. 1 10 (FL) _ C' STA. 25 +7336 10:75' LT. .- - o N a u) 'C' STA. 22 +77.63, 23.59' RT. 3 - 10" G.V. (FLxMJ) / /i - 10" 22 -1/2' o z 1 - 10" 45' BLOCK / ¢ / BEND (MJ) z w < I BLOCK ¢ Z BEND (MJ) 1 / j X o BLOCK 53.5 LF 10D.1. - CL. 52 - 210 ¢ 123.3 LF 10" D.I. - CL. 52 / 'C' STA. 25 +19.89, 10.75' LT. 'C' STA. 26 +2487, 13.61' LT-27+00 ,N�• ewi 22.0 LF 10" D.I. 3 CL 152 _ _ _ _ at12 1 - 10"x8" TEE MJxFL SSMH NO. 15, _ C D.I. - CL. 52 S 0. 1 - 8" G/9. (FLxMJ) $ PNC ",RIM = 221.26 19D -- c4 PAC -- --°•' BLOCK / T L 31 A.E. = 208.31 F 0 / 1 ~ ALIGNMENTS 'A', C' AND D' ARE IDENTICAL L 52 / ° 'B' STA 17+18.49, 24.00' LT. - _ 'C'_ STA. 23 +76.45 _32.00' LT (EXCEPT _ - �` SSMH NO. 12, 48" �I C' ST'. 25 +4+.81, 0.75' LT w - 3 RIM- 195.76 k „ IN THIS AREA EXCEPT STATION NUMBERS 14.5 LF 10' D_L / p13 E. = 186.64 z - zoo Gam' SSMH N0. 14, 48" A' STA 2 +44.46, 9.00' RT _ -NiC `'� r Q \ o N B STA. 15+41.45, 9.20 RT_ - 4444 -- -- / P _ 9 C' STA 22 +32.23, .2213' RT_ X60 5 RIM = 210.00 - LF I.E. = 201.76 ¢ / - - a0 o D' STA. 32 +41.31,x.76' LT_ A vi 3 -110° G V_ (FLxMJ) / /--- BLOCK -- <o ' o A' STA. 1 +52.07, 2.50' LT 'C' STA. 24 +88.98, 0.18' LT. a / C' STA. 21 +52.07, 2.50' LT SSMH NO. 13, 48" o - - - _ 'A' -STA.' 0 +16.23, 2.50' -LT.. -'D' -STA 31 +52.7, - 50 -- - - 4444- - - - _ �5 RIM 204.12 _ 190 °w° 'C' STA. 20 +16.23, 2.50' LT SSMH N0. 10, 48" I.E. = 192.01 w SSMHO 089.1481 +795303.L 6.23' RT _ / / / �,E 16 QyG O �' 5-299307 - -- > of 0 0 _ PROPOSED GROUND RIM E. 16533 5_ _ - - - - .-- 17o ° °I' °,o m........ _ RIM 162 ___. - - _.... -... _... _....... I I.E. = 155.04 EXISTING GROUND -� >`\ 6 _ o / 'A' STA 2 +19.03, 2.50'- LT. - Z 24 +00 I / 'B' -STA. 15 +55.60, 14.67' LT. ¢ / 'C' STA 22+19.42, 0.57' LT. PROFILE - ALIGNMENT 'C' 'D` STA_ 32+18.05, 3.97 -LT. - - I8o SCALE: 1' = 20' (H.), 1' = 5' (V.) SSMH RIMO. 1181.88 , 4 z 25 +00 : -2009 - I.E. = 174.88 WATER 12 8 B' STA. 15+61.74, 10.20' RT ALIGNMENTS 'B' AND 'C ARE IDENTICAL 0 5s STA, _2_2 +39.18,_11.89' RT,_ a 16o - PVG S 0 1 - 10 °x6" TEE (MJxFL) N THIS AREA (EXCEPT STATION NUMBERS) I I 1358 6 1 - 6° G.V. (FLxMJ) 1 - 5 -1/4" M.V.O. F.H. ASSY. + 240.3 LF 10" D.I. - CL 52 BLOCK m > N -1 - B.O.V. ASSY. u�i PO �'_ a - - - 'B' STA. 15 +83.45, 2.21' RT. + z o � 'A' STA -0 +05.00, 9.00' RT C STA. 22 +55.88, 2.21' RT. cNy w rn v 'C' STA. 19 +95.00 9.00• RT 1 - 10" 45' BEND (MJ) o DALEY- MORROW- POBLETE, INC. s ''D' STA. 2TA. 120, 9.00' R. BLOCK (n <z z3 +oo 'TALBOT' STA. 121 +68.01, 5.00' LT. ¢ ¢ �VV N ( 9� 726 AUBURN WAY N. 1- 12 "X10° WET TAPPING TEE (MJxFL) _ et F / AUBURN, WASHINGTON 98002 1 - 10" TAPPING VALVE (FLxMJ).F' PHONE: (253) 333 -2200; FAX: (253) 333 -2206 -1 - 10" SLEEVE (MJ) 1 - 10" VERT CROSS (MJ) 22 +ao ENGINEERING - SURVEYING. SS1011A ... EN�'� i LAND PLANNING EXPIRES. 9 .IAN 2004 o ' a ' ' uD LuLESS ' P i;C ,„.7 BLOCK (SEE CONNECTION DETAIL, SHT. 30) 20 +OD _ 21 +00 DDPICII C _ Al V'4KI\ACAIT '!" IL