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HomeMy WebLinkAboutS-299320I I I I �I z W 01 M nl °'I I 01 ch hlo, I I U �I 4 I Ll I o ;,� W Q I p I � L_ +-� 4 CLy / o� 0 0 Ef4 ' . = z U I w a. °- d -, w 2 C � �E _. - " 1 - 10 "x4" TEE (FL) mE z � r-- � 1 C al I •r r- w + aw o_ I o ;,� W Q I p I � z �- L _Z �I `t < z 0 r� z c_n C) W L, Q a 0 (-) L_j CJ Lij Ul z F- z w z 0 J d 'C' STA. 28 +07.25, 2.43' RT_ 'G' STA 60 +02.43. 7.00' RT - 10" TEE (FL) N 2 -- 10" G.V. (FLxMJ) o L` 1 - 10" VERT. CROSS (FLxMJxMJxMJ) + z -Vo 2 - 10" PLUGS (MJ) N TOP PLUG W 12" TAP & 2" PLUG (MJ) < z 2 - BLOCKS cn o' 'C' STA. 27 +86.0, 2.4' RT d 1 1 = 1O "x6" TEE (FL) / / a Q 1 6" G.V. (FLxMJ) ' . = z z 1 rCD d -, w 2 co _. - " 1 - 10 "x4" TEE (FL) N z � r-- � 1 1 -- 4" G.V. (FLxMJ) w + LY L lY M z �- L _Z �I `t < z 0 r� z c_n C) W L, Q a 0 (-) L_j CJ Lij Ul z F- z w z 0 J d 'C' STA. 28 +07.25, 2.43' RT_ 'G' STA 60 +02.43. 7.00' RT - 10" TEE (FL) N 2 -- 10" G.V. (FLxMJ) o L` 1 - 10" VERT. CROSS (FLxMJxMJxMJ) + z -Vo 2 - 10" PLUGS (MJ) N TOP PLUG W 12" TAP & 2" PLUG (MJ) < z 2 - BLOCKS cn o' 'C' STA. 27 +86.0, 2.4' RT D.I. CL. 52 zz , ,II , 'C' STA. 27+4;?- x-(14.72), 4-2(5.85) RT + 1 -- 10 22--1 /2. - ,/ - - - -- ;- ? N AS- -BUILT GROUND BEND (MJ) �, 0! -_ � BLOCK ; o d PROPOSED GROUND 230 10 to 4.x(67.0) LF 10 D.I. - CL. 52 t Q ~ EXI` T1 N .- M,-\ I 7 ��l ND _- 'C' STA. 27 +13.8), --e(3.5)' LT. C STA. 26 +48 49.1), 1.33 LT(2.0 RT) 10 "x6" TEE (MJxFL) 1 - 6" G.V. (FLxMJ) _ - - - -- - -- - _ - _ ,= r__ 1 - 5 -1/4" M.V.O. F.H. ASSY. BLOCK 'C' STA.' 26 +23.3, 2.5' RT. 25.75 LF 10" D.I. - CL. 52 1 - 10 11-1/49 220 _ __ - - - ._. -- . _ . _ - _ __ - - -. -BEND (MJ)- { BLOCK - --- rZ 00 54.15LF 10 D.I. - CL. 52 + -, N' �� Ir' STA 25 +73 3 - ---- ._-- .___._______ .. -- _• -_ -- , . 6, LT 75 . 10. N r r - ,i1 - 10" 22-1/2 BEND (MJ) I V) 53.5 LF 10" D,l.' - CL. 52 BLOCK CIS 1 �' 'C' STA. 25 +19.89, 10.75' LT. / I ON ON "x8" TEE (FL) 210 8 G.V. (FLxMJ) of to 220 SSMH N0. 16, 48" - - - -._ RIM =-2�- X3(234.24) DESIGN(TYP) J L AS- BUILT(TYP) 1 - 12 x10 REDUCER (FL) II a�� - i 27 +00 1 - 12" UNIV. FLG. ADAPTER �� - --1 Pvc 'C' STA. _ 26 +24.3), �- 3.x(6.8)' LT. - ( 8 SSMH NO. 15, 48 1 -- 10" UNIV. FLG. ADAPTER _ - ' � - �- B.g�LF Q$33� BLOCK hi �. •� - _ f 0. RIM = X220.51) /' cl I.E.(MC) 2 eH - 1-(206.81) I EXISTING GROUND PROPOSED GROUND 260 w 0 z 00 U N t~ d � (n __._ - -._ _ ._ -i 250 PROFILE - ALIGNMENT 'C' SCALE: 1 " = 20' (H.), III = 5' (V.) RECOMMENDED FOR APPROVAL BY BY BY 28+ o � z ,Q d � U 116.8 LF 12" D.I. - CL. 52 © U 'B' STA. 17 +28.49, 23.58' RT. oF- 200 200 r __ - -- - - - C STA. 24 +04.81, 8.28 , LT. - - Q 'B' STA. 16 +05.20, 23.59' RT. 1 - 12" TEE (FL) - __ .__.__._ ___ _•__ `C',�TA. 22 +x.63, 23.59' RT o z i3 - 12" G.V. (FLxMJ) Z w a� Lci UJ cv 1 - 12" 45' BLOCK `= z N I0 + + BEND (MJ) J 0 N LO N -- - - - - -- __..BLOCK .. -- --- --• - -- - - -- ? -+ N aD N o m 123.3 LF 12" D.I. - CL. 52 - r� n ( C) [.o N c.i � D.1`: - CL. 52 + z o� � _ 190 N w as af +- p�1 ALIGNMENTS 'A', 'C' AND 'D' ARE IDENTICAL 2.0 LF 12 B' STA. -(17 +19.1), 24.0 LT. 1 IN THIS AREA (EXCEPT STATION NUMBERS) 14 V CL�� =, ��� =��` -- O, *► I. - CL. 5 e� ��,�� , C �. 5 LF 12 D.I. CL. 52 STA. 231 -,.gin (23 +76.7). --+ y. r - - - --r - - - - -- -- -- ,'A' STA. 2 +44.46, 9.00+ RT. ^ .i 36�- x(32.3) LT _ 'C' STA. -R(25 +45.7), w - 200 0' SSMH " 4* -+%2)' LT. B STA. 15 +41.45, 9.20, RT. ; oo i - - _ N0. 12, 48 P� SSMH NO. 14, 48" 0 C STA. 22 +32.23, 22.13 RT. I I � „PVC `'" RIM = x{194.78) RIM = ) 'A' STA. - A- +-+€2(0 +18.1), z�'-°�(2.2)'LT. 'D' STA. 32 +41.31, 9.76' LT. ,rte �• �° i - LF 8 F _I_� _ I.E.(MC) = x+(185.38) �F - X209.34 - - I _ �- _ - 6O,8� -- 1 11 I.E.(MC) = - -- 200.24 1' a Ni 'C' STA. 20+1 (0 +18.1), 7-- L,(2.2)'LT 1 ., 12�� TEE (FL), 2.. 12" G.V. (FLxMJ) i ° , ��_ �1 1 - 12 SLEEVE, 1 - 12 VERT CROSS (MJ) � N' 'D' STA. 30+ 16.2 0+18.1), ?-- �{2.2)'LT. " 2 - 12 PLUGS (MJ), / N - ----1 - -_`. "- `?� 'TALBOT' STA. . ,- 121-1-79,©), �� TOP PLUG W 2 TAP AND MJ PLUG ___ -- �.dj ci« +;,o - 1-x(18.1)' RT. 1 -- TEMP 12 PLUG W/2 TAP 8c BLOW -OFF ASSY: �/ "� 402 C STA. �4�_ n 24 +90 z " A STA. _ 1 +50.5 BLOCK, c�_Q.Q ( .0).- �-�(0.4) LT. < SSMH NO. 9, 48 - +-�z� -4{ )► -2- �'(3.fi)� LT- SSMH N0. 13 4$" 'C' STA. 21+52.1, I - ► -��, -c ; , ` -�- r, -- --cr -- RIM - x(162.83) 2.5 LT. ,�, , RIM -- - x{203.07) m - I. E. (MC) _ �-{ 155.88) 31+52.1, 'D' STA. -2.5 LT. I.E.(MC) =- -2-F 1 190.77) -_. ' 190 4 - SSMH NO. 10, 48" - ~ < RIM = ,x(172.84) v 1.E.(MC) = -i 65.3 3{164.14) 170 ._a� ND 0 00 PROPOSED GROUND EXIS 11NG GROUND - -- ___._- ___.____ _ _ - J c U-) h a I ,�. A ' A' STA. ? 4 9- i;{2 +20.3), x(2.7)' LT. z 24 +00 c.l -- _ B STA. x(15 +55.9), --a- 4(13.4) LT. Q 180 'C' . '?( .7)� )� - -- - . STA 22 +20 -9-6 {0 5 LT m STA. 4z,- 4(32 +19.0), " x(4.7)' LT. ; s +oo X2.00 SSMH NO. 11, 48 z EXIST. 12" O.Q62Ar RIM I.E.(MC) = X173.54) z PROFILE ALIGNMENT :C' WATER __ . , - -- - - . _ . - -. -.. r- __.. � ._ - -- :. �,� _ _ _ , , SCALE. 1 - 20 (H.), 1 = 5 _ ----- r-- r-- ---- -- ., - : '� ( ) j - �.- - - - - -- � � ��:____T vC S--' - .__ __. - . B STA. 15 +61.74, 10.20' RT. ALIGNMENTS 'B' AND 'C' ARE IDENTICAL Q ---- - .� 'C' STA. 22 +39.18, 11.89' RT. -- -T -- - Abu IN THIS AREA (EXCEPT STATION NUMBERS _- ) 2.4> 1 - 12 "x6" TEE (MJxFL) w r 1 - 6" G.V. (FLxMJ) o 240.3 LF 12 D.I. - CL. 52 1 -- 5-1/4" M. V.O. F.H. ASSY. m Z w + 1 - B.O.V. ASSY. BLOCK cv 1* (n ' RT. V 'A' STA. -0 +05.00, 9.00' RT. 'B' STA. 15 +83.45, 2.21 + z ar U ~ 'C' STA. 19 +95.00, 9.00' RT. 'C' STA. 22 +55.88, 2.21' RT. N C'4 uj :2 'D' STA. 29 +95.00, 9.00' RT. 1 - 12" 45' BEND (MJ) - z 'TAI BOT' STA. 121+68.01, 5.00' LT. BLOCK 2 Q 23 +00 ry N 1- 12 "x12" WET TAPPING TEE (MJxFL) `U 12" TAPPING VALVE (FLxMJ) 1 - 12" SLEEVE (MJ) NI 1 - 12" VERT. CROSS (MJ) 22 +00 BLOCK (SEE CONNECTION DETAIL, SHT. 30) 20 +00 21 +00 PROFILE - ALIG NMENT ' C SCALE: 1 " = 20' (H.), 1 " = 5' (V.) ROLL 2 O.Z AS -BUILT bET x, UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES. ACTUAL LOCATION MAY VARY. I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS- -BUILT COMMENTS REFLECTING MATERIALS ACTUALLLY USED DURING CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINE Y M R UNDER MY DIRECT SUPERVISION ON THIS DATE: FR19�5 _,A' 132 ssIONA L ENO\ EXPIRES 9 JAN 2006 STAMP MOT VAuD UNUSS 9GWD R DATED DALEY- MORROW- POBLETE, INC. 726 AUBURN WAY N. AUBURN, WASHINGTON 98002 RHONE: (253) 333 -2200; FAX: (253) 333 -2206 I ENGINEERING - SURVEYING �I LAND PLANNING incc)rpu, OlasC! 093 .2sf -4 2 i ACS•,2f93Zc?) SCANNED MAY 0 12006 21 q d 1 1 = 1O "x6" TEE (FL) / / - d 1 6" G.V. (FLxMJ) ' . = z z 1 1 - 5---1 /4" M.V.O. F.H. ASSY._ ' -, w 2 _. - " 1 - 10 "x4" TEE (FL) - r z � � 1 1 -- 4" G.V. (FLxMJ) w + + 2 2 - BLOCKS w � �r v v7(71.4) LF 10" _ zz , ,II , 'C' STA. 27+4;?- x-(14.72), 4-2(5.85) RT + 1 -- 10 22--1 /2. - ,/ - - - -- ;- ? N AS- -BUILT GROUND BEND (MJ) �, 0! -_ � BLOCK ; o d PROPOSED GROUND 230 10 to 4.x(67.0) LF 10 D.I. - CL. 52 t Q ~ EXI` T1 N .- M,-\ I 7 ��l ND _- 'C' STA. 27 +13.8), --e(3.5)' LT. C STA. 26 +48 49.1), 1.33 LT(2.0 RT) 10 "x6" TEE (MJxFL) 1 - 6" G.V. (FLxMJ) _ - - - -- - -- - _ - _ ,= r__ 1 - 5 -1/4" M.V.O. F.H. ASSY. BLOCK 'C' STA.' 26 +23.3, 2.5' RT. 25.75 LF 10" D.I. - CL. 52 1 - 10 11-1/49 220 _ __ - - - ._. -- . _ . _ - _ __ - - -. -BEND (MJ)- { BLOCK - --- rZ 00 54.15LF 10 D.I. - CL. 52 + -, N' �� Ir' STA 25 +73 3 - ---- ._-- .___._______ .. -- _• -_ -- , . 6, LT 75 . 10. N r r - ,i1 - 10" 22-1/2 BEND (MJ) I V) 53.5 LF 10" D,l.' - CL. 52 BLOCK CIS 1 �' 'C' STA. 25 +19.89, 10.75' LT. / I ON ON "x8" TEE (FL) 210 8 G.V. (FLxMJ) of to 220 SSMH N0. 16, 48" - - - -._ RIM =-2�- X3(234.24) DESIGN(TYP) J L AS- BUILT(TYP) 1 - 12 x10 REDUCER (FL) II a�� - i 27 +00 1 - 12" UNIV. FLG. ADAPTER �� - --1 Pvc 'C' STA. _ 26 +24.3), �- 3.x(6.8)' LT. - ( 8 SSMH NO. 15, 48 1 -- 10" UNIV. FLG. ADAPTER _ - ' � - �- B.g�LF Q$33� BLOCK hi �. •� - _ f 0. RIM = X220.51) /' cl I.E.(MC) 2 eH - 1-(206.81) I EXISTING GROUND PROPOSED GROUND 260 w 0 z 00 U N t~ d � (n __._ - -._ _ ._ -i 250 PROFILE - ALIGNMENT 'C' SCALE: 1 " = 20' (H.), III = 5' (V.) RECOMMENDED FOR APPROVAL BY BY BY 28+ o � z ,Q d � U 116.8 LF 12" D.I. - CL. 52 © U 'B' STA. 17 +28.49, 23.58' RT. oF- 200 200 r __ - -- - - - C STA. 24 +04.81, 8.28 , LT. - - Q 'B' STA. 16 +05.20, 23.59' RT. 1 - 12" TEE (FL) - __ .__.__._ ___ _•__ `C',�TA. 22 +x.63, 23.59' RT o z i3 - 12" G.V. (FLxMJ) Z w a� Lci UJ cv 1 - 12" 45' BLOCK `= z N I0 + + BEND (MJ) J 0 N LO N -- - - - - -- __..BLOCK .. -- --- --• - -- - - -- ? -+ N aD N o m 123.3 LF 12" D.I. - CL. 52 - r� n ( C) [.o N c.i � D.1`: - CL. 52 + z o� � _ 190 N w as af +- p�1 ALIGNMENTS 'A', 'C' AND 'D' ARE IDENTICAL 2.0 LF 12 B' STA. -(17 +19.1), 24.0 LT. 1 IN THIS AREA (EXCEPT STATION NUMBERS) 14 V CL�� =, ��� =��` -- O, *► I. - CL. 5 e� ��,�� , C �. 5 LF 12 D.I. CL. 52 STA. 231 -,.gin (23 +76.7). --+ y. r - - - --r - - - - -- -- -- ,'A' STA. 2 +44.46, 9.00+ RT. ^ .i 36�- x(32.3) LT _ 'C' STA. -R(25 +45.7), w - 200 0' SSMH " 4* -+%2)' LT. B STA. 15 +41.45, 9.20, RT. ; oo i - - _ N0. 12, 48 P� SSMH NO. 14, 48" 0 C STA. 22 +32.23, 22.13 RT. I I � „PVC `'" RIM = x{194.78) RIM = ) 'A' STA. - A- +-+€2(0 +18.1), z�'-°�(2.2)'LT. 'D' STA. 32 +41.31, 9.76' LT. ,rte �• �° i - LF 8 F _I_� _ I.E.(MC) = x+(185.38) �F - X209.34 - - I _ �- _ - 6O,8� -- 1 11 I.E.(MC) = - -- 200.24 1' a Ni 'C' STA. 20+1 (0 +18.1), 7-- L,(2.2)'LT 1 ., 12�� TEE (FL), 2.. 12" G.V. (FLxMJ) i ° , ��_ �1 1 - 12 SLEEVE, 1 - 12 VERT CROSS (MJ) � N' 'D' STA. 30+ 16.2 0+18.1), ?-- �{2.2)'LT. " 2 - 12 PLUGS (MJ), / N - ----1 - -_`. "- `?� 'TALBOT' STA. . ,- 121-1-79,©), �� TOP PLUG W 2 TAP AND MJ PLUG ___ -- �.dj ci« +;,o - 1-x(18.1)' RT. 1 -- TEMP 12 PLUG W/2 TAP 8c BLOW -OFF ASSY: �/ "� 402 C STA. �4�_ n 24 +90 z " A STA. _ 1 +50.5 BLOCK, c�_Q.Q ( .0).- �-�(0.4) LT. < SSMH NO. 9, 48 - +-�z� -4{ )► -2- �'(3.fi)� LT- SSMH N0. 13 4$" 'C' STA. 21+52.1, I - ► -��, -c ; , ` -�- r, -- --cr -- RIM - x(162.83) 2.5 LT. ,�, , RIM -- - x{203.07) m - I. E. (MC) _ �-{ 155.88) 31+52.1, 'D' STA. -2.5 LT. I.E.(MC) =- -2-F 1 190.77) -_. ' 190 4 - SSMH NO. 10, 48" - ~ < RIM = ,x(172.84) v 1.E.(MC) = -i 65.3 3{164.14) 170 ._a� ND 0 00 PROPOSED GROUND EXIS 11NG GROUND - -- ___._- ___.____ _ _ - J c U-) h a I ,�. A ' A' STA. ? 4 9- i;{2 +20.3), x(2.7)' LT. z 24 +00 c.l -- _ B STA. x(15 +55.9), --a- 4(13.4) LT. Q 180 'C' . '?( .7)� )� - -- - . STA 22 +20 -9-6 {0 5 LT m STA. 4z,- 4(32 +19.0), " x(4.7)' LT. ; s +oo X2.00 SSMH NO. 11, 48 z EXIST. 12" O.Q62Ar RIM I.E.(MC) = X173.54) z PROFILE ALIGNMENT :C' WATER __ . , - -- - - . _ . - -. -.. r- __.. � ._ - -- :. �,� _ _ _ , , SCALE. 1 - 20 (H.), 1 = 5 _ ----- r-- r-- ---- -- ., - : '� ( ) j - �.- - - - - -- � � ��:____T vC S--' - .__ __. - . B STA. 15 +61.74, 10.20' RT. ALIGNMENTS 'B' AND 'C' ARE IDENTICAL Q ---- - .� 'C' STA. 22 +39.18, 11.89' RT. -- -T -- - Abu IN THIS AREA (EXCEPT STATION NUMBERS _- ) 2.4> 1 - 12 "x6" TEE (MJxFL) w r 1 - 6" G.V. (FLxMJ) o 240.3 LF 12 D.I. - CL. 52 1 -- 5-1/4" M. V.O. F.H. ASSY. m Z w + 1 - B.O.V. ASSY. BLOCK cv 1* (n ' RT. V 'A' STA. -0 +05.00, 9.00' RT. 'B' STA. 15 +83.45, 2.21 + z ar U ~ 'C' STA. 19 +95.00, 9.00' RT. 'C' STA. 22 +55.88, 2.21' RT. N C'4 uj :2 'D' STA. 29 +95.00, 9.00' RT. 1 - 12" 45' BEND (MJ) - z 'TAI BOT' STA. 121+68.01, 5.00' LT. BLOCK 2 Q 23 +00 ry N 1- 12 "x12" WET TAPPING TEE (MJxFL) `U 12" TAPPING VALVE (FLxMJ) 1 - 12" SLEEVE (MJ) NI 1 - 12" VERT. CROSS (MJ) 22 +00 BLOCK (SEE CONNECTION DETAIL, SHT. 30) 20 +00 21 +00 PROFILE - ALIG NMENT ' C SCALE: 1 " = 20' (H.), 1 " = 5' (V.) ROLL 2 O.Z AS -BUILT bET x, UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES. ACTUAL LOCATION MAY VARY. I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS- -BUILT COMMENTS REFLECTING MATERIALS ACTUALLLY USED DURING CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINE Y M R UNDER MY DIRECT SUPERVISION ON THIS DATE: FR19�5 _,A' 132 ssIONA L ENO\ EXPIRES 9 JAN 2006 STAMP MOT VAuD UNUSS 9GWD R DATED DALEY- MORROW- POBLETE, INC. 726 AUBURN WAY N. AUBURN, WASHINGTON 98002 RHONE: (253) 333 -2200; FAX: (253) 333 -2206 I ENGINEERING - SURVEYING �I LAND PLANNING incc)rpu, OlasC! 093 .2sf -4 2 i ACS•,2f93Zc?) SCANNED MAY 0 12006 21 q . 6, LT 75 . 10. N r r - ,i1 - 10" 22-1/2 BEND (MJ) I V) 53.5 LF 10" D,l.' - CL. 52 BLOCK CIS 1 �' 'C' STA. 25 +19.89, 10.75' LT. / I ON ON "x8" TEE (FL) 210 8 G.V. (FLxMJ) of to 220 SSMH N0. 16, 48" - - - -._ RIM =-2�- X3(234.24) DESIGN(TYP) J L AS- BUILT(TYP) 1 - 12 x10 REDUCER (FL) II a�� - i 27 +00 1 - 12" UNIV. FLG. ADAPTER �� - --1 Pvc 'C' STA. _ 26 +24.3), �- 3.x(6.8)' LT. - ( 8 SSMH NO. 15, 48 1 -- 10" UNIV. FLG. ADAPTER _ - ' � - �- B.g�LF Q$33� BLOCK hi �. •� - _ f 0. RIM = X220.51) /' cl I.E.(MC) 2 eH - 1-(206.81) I EXISTING GROUND PROPOSED GROUND 260 w 0 z 00 U N t~ d � (n __._ - -._ _ ._ -i 250 PROFILE - ALIGNMENT 'C' SCALE: 1 " = 20' (H.), III = 5' (V.) RECOMMENDED FOR APPROVAL BY BY BY 28+ o � z ,Q d � U 116.8 LF 12" D.I. - CL. 52 © U 'B' STA. 17 +28.49, 23.58' RT. oF- 200 200 r __ - -- - - - C STA. 24 +04.81, 8.28 , LT. - - Q 'B' STA. 16 +05.20, 23.59' RT. 1 - 12" TEE (FL) - __ .__.__._ ___ _•__ `C',�TA. 22 +x.63, 23.59' RT o z i3 - 12" G.V. (FLxMJ) Z w a� Lci UJ cv 1 - 12" 45' BLOCK `= z N I0 + + BEND (MJ) J 0 N LO N -- - - - - -- __..BLOCK .. -- --- --• - -- - - -- ? -+ N aD N o m 123.3 LF 12" D.I. - CL. 52 - r� n ( C) [.o N c.i � D.1`: - CL. 52 + z o� � _ 190 N w as af +- p�1 ALIGNMENTS 'A', 'C' AND 'D' ARE IDENTICAL 2.0 LF 12 B' STA. -(17 +19.1), 24.0 LT. 1 IN THIS AREA (EXCEPT STATION NUMBERS) 14 V CL�� =, ��� =��` -- O, *► I. - CL. 5 e� ��,�� , C �. 5 LF 12 D.I. CL. 52 STA. 231 -,.gin (23 +76.7). --+ y. r - - - --r - - - - -- -- -- ,'A' STA. 2 +44.46, 9.00+ RT. ^ .i 36�- x(32.3) LT _ 'C' STA. -R(25 +45.7), w - 200 0' SSMH " 4* -+%2)' LT. B STA. 15 +41.45, 9.20, RT. ; oo i - - _ N0. 12, 48 P� SSMH NO. 14, 48" 0 C STA. 22 +32.23, 22.13 RT. I I � „PVC `'" RIM = x{194.78) RIM = ) 'A' STA. - A- +-+€2(0 +18.1), z�'-°�(2.2)'LT. 'D' STA. 32 +41.31, 9.76' LT. ,rte �• �° i - LF 8 F _I_� _ I.E.(MC) = x+(185.38) �F - X209.34 - - I _ �- _ - 6O,8� -- 1 11 I.E.(MC) = - -- 200.24 1' a Ni 'C' STA. 20+1 (0 +18.1), 7-- L,(2.2)'LT 1 ., 12�� TEE (FL), 2.. 12" G.V. (FLxMJ) i ° , ��_ �1 1 - 12 SLEEVE, 1 - 12 VERT CROSS (MJ) � N' 'D' STA. 30+ 16.2 0+18.1), ?-- �{2.2)'LT. " 2 - 12 PLUGS (MJ), / N - ----1 - -_`. "- `?� 'TALBOT' STA. . ,- 121-1-79,©), �� TOP PLUG W 2 TAP AND MJ PLUG ___ -- �.dj ci« +;,o - 1-x(18.1)' RT. 1 -- TEMP 12 PLUG W/2 TAP 8c BLOW -OFF ASSY: �/ "� 402 C STA. �4�_ n 24 +90 z " A STA. _ 1 +50.5 BLOCK, c�_Q.Q ( .0).- �-�(0.4) LT. < SSMH NO. 9, 48 - +-�z� -4{ )► -2- �'(3.fi)� LT- SSMH N0. 13 4$" 'C' STA. 21+52.1, I - ► -��, -c ; , ` -�- r, -- --cr -- RIM - x(162.83) 2.5 LT. ,�, , RIM -- - x{203.07) m - I. E. (MC) _ �-{ 155.88) 31+52.1, 'D' STA. -2.5 LT. I.E.(MC) =- -2-F 1 190.77) -_. ' 190 4 - SSMH NO. 10, 48" - ~ < RIM = ,x(172.84) v 1.E.(MC) = -i 65.3 3{164.14) 170 ._a� ND 0 00 PROPOSED GROUND EXIS 11NG GROUND - -- ___._- ___.____ _ _ - J c U-) h a I ,�. A ' A' STA. ? 4 9- i;{2 +20.3), x(2.7)' LT. z 24 +00 c.l -- _ B STA. x(15 +55.9), --a- 4(13.4) LT. Q 180 'C' . '?( .7)� )� - -- - . STA 22 +20 -9-6 {0 5 LT m STA. 4z,- 4(32 +19.0), " x(4.7)' LT. ; s +oo X2.00 SSMH NO. 11, 48 z EXIST. 12" O.Q62Ar RIM I.E.(MC) = X173.54) z PROFILE ALIGNMENT :C' WATER __ . , - -- - - . _ . - -. -.. r- __.. � ._ - -- :. �,� _ _ _ , , SCALE. 1 - 20 (H.), 1 = 5 _ ----- r-- r-- ---- -- ., - : '� ( ) j - �.- - - - - -- � � ��:____T vC S--' - .__ __. - . B STA. 15 +61.74, 10.20' RT. ALIGNMENTS 'B' AND 'C' ARE IDENTICAL Q ---- - .� 'C' STA. 22 +39.18, 11.89' RT. -- -T -- - Abu IN THIS AREA (EXCEPT STATION NUMBERS _- ) 2.4> 1 - 12 "x6" TEE (MJxFL) w r 1 - 6" G.V. (FLxMJ) o 240.3 LF 12 D.I. - CL. 52 1 -- 5-1/4" M. V.O. F.H. ASSY. m Z w + 1 - B.O.V. ASSY. BLOCK cv 1* (n ' RT. V 'A' STA. -0 +05.00, 9.00' RT. 'B' STA. 15 +83.45, 2.21 + z ar U ~ 'C' STA. 19 +95.00, 9.00' RT. 'C' STA. 22 +55.88, 2.21' RT. N C'4 uj :2 'D' STA. 29 +95.00, 9.00' RT. 1 - 12" 45' BEND (MJ) - z 'TAI BOT' STA. 121+68.01, 5.00' LT. BLOCK 2 Q 23 +00 ry N 1- 12 "x12" WET TAPPING TEE (MJxFL) `U 12" TAPPING VALVE (FLxMJ) 1 - 12" SLEEVE (MJ) NI 1 - 12" VERT. CROSS (MJ) 22 +00 BLOCK (SEE CONNECTION DETAIL, SHT. 30) 20 +00 21 +00 PROFILE - ALIG NMENT ' C SCALE: 1 " = 20' (H.), 1 " = 5' (V.) ROLL 2 O.Z AS -BUILT bET x, UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES. ACTUAL LOCATION MAY VARY. I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS- -BUILT COMMENTS REFLECTING MATERIALS ACTUALLLY USED DURING CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINE Y M R UNDER MY DIRECT SUPERVISION ON THIS DATE: FR19�5 _,A' 132 ssIONA L ENO\ EXPIRES 9 JAN 2006 STAMP MOT VAuD UNUSS 9GWD R DATED DALEY- MORROW- POBLETE, INC. 726 AUBURN WAY N. AUBURN, WASHINGTON 98002 RHONE: (253) 333 -2200; FAX: (253) 333 -2206 I ENGINEERING - SURVEYING �I LAND PLANNING incc)rpu, OlasC! 093 .2sf -4 2 i ACS•,2f93Zc?) SCANNED MAY 0 12006 21 q PROFILE - ALIGNMENT 'C' SCALE: 1 " = 20' (H.), III = 5' (V.) RECOMMENDED FOR APPROVAL BY BY BY 28+ o � z ,Q d � U 116.8 LF 12" D.I. - CL. 52 © U 'B' STA. 17 +28.49, 23.58' RT. oF- 200 200 r __ - -- - - - C STA. 24 +04.81, 8.28 , LT. - - Q 'B' STA. 16 +05.20, 23.59' RT. 1 - 12" TEE (FL) - __ .__.__._ ___ _•__ `C',�TA. 22 +x.63, 23.59' RT o z i3 - 12" G.V. (FLxMJ) Z w a� Lci UJ cv 1 - 12" 45' BLOCK `= z N I0 + + BEND (MJ) J 0 N LO N -- - - - - -- __..BLOCK .. -- --- --• - -- - - -- ? -+ N aD N o m 123.3 LF 12" D.I. - CL. 52 - r� n ( C) [.o N c.i � D.1`: - CL. 52 + z o� � _ 190 N w as af +- p�1 ALIGNMENTS 'A', 'C' AND 'D' ARE IDENTICAL 2.0 LF 12 B' STA. -(17 +19.1), 24.0 LT. 1 IN THIS AREA (EXCEPT STATION NUMBERS) 14 V CL�� =, ��� =��` -- O, *► I. - CL. 5 e� ��,�� , C �. 5 LF 12 D.I. CL. 52 STA. 231 -,.gin (23 +76.7). --+ y. r - - - --r - - - - -- -- -- ,'A' STA. 2 +44.46, 9.00+ RT. ^ .i 36�- x(32.3) LT _ 'C' STA. -R(25 +45.7), w - 200 0' SSMH " 4* -+%2)' LT. B STA. 15 +41.45, 9.20, RT. ; oo i - - _ N0. 12, 48 P� SSMH NO. 14, 48" 0 C STA. 22 +32.23, 22.13 RT. I I � „PVC `'" RIM = x{194.78) RIM = ) 'A' STA. - A- +-+€2(0 +18.1), z�'-°�(2.2)'LT. 'D' STA. 32 +41.31, 9.76' LT. ,rte �• �° i - LF 8 F _I_� _ I.E.(MC) = x+(185.38) �F - X209.34 - - I _ �- _ - 6O,8� -- 1 11 I.E.(MC) = - -- 200.24 1' a Ni 'C' STA. 20+1 (0 +18.1), 7-- L,(2.2)'LT 1 ., 12�� TEE (FL), 2.. 12" G.V. (FLxMJ) i ° , ��_ �1 1 - 12 SLEEVE, 1 - 12 VERT CROSS (MJ) � N' 'D' STA. 30+ 16.2 0+18.1), ?-- �{2.2)'LT. " 2 - 12 PLUGS (MJ), / N - ----1 - -_`. "- `?� 'TALBOT' STA. . ,- 121-1-79,©), �� TOP PLUG W 2 TAP AND MJ PLUG ___ -- �.dj ci« +;,o - 1-x(18.1)' RT. 1 -- TEMP 12 PLUG W/2 TAP 8c BLOW -OFF ASSY: �/ "� 402 C STA. �4�_ n 24 +90 z " A STA. _ 1 +50.5 BLOCK, c�_Q.Q ( .0).- �-�(0.4) LT. < SSMH NO. 9, 48 - +-�z� -4{ )► -2- �'(3.fi)� LT- SSMH N0. 13 4$" 'C' STA. 21+52.1, I - ► -��, -c ; , ` -�- r, -- --cr -- RIM - x(162.83) 2.5 LT. ,�, , RIM -- - x{203.07) m - I. E. (MC) _ �-{ 155.88) 31+52.1, 'D' STA. -2.5 LT. I.E.(MC) =- -2-F 1 190.77) -_. ' 190 4 - SSMH NO. 10, 48" - ~ < RIM = ,x(172.84) v 1.E.(MC) = -i 65.3 3{164.14) 170 ._a� ND 0 00 PROPOSED GROUND EXIS 11NG GROUND - -- ___._- ___.____ _ _ - J c U-) h a I ,�. A ' A' STA. ? 4 9- i;{2 +20.3), x(2.7)' LT. z 24 +00 c.l -- _ B STA. x(15 +55.9), --a- 4(13.4) LT. Q 180 'C' . '?( .7)� )� - -- - . STA 22 +20 -9-6 {0 5 LT m STA. 4z,- 4(32 +19.0), " x(4.7)' LT. ; s +oo X2.00 SSMH NO. 11, 48 z EXIST. 12" O.Q62Ar RIM I.E.(MC) = X173.54) z PROFILE ALIGNMENT :C' WATER __ . , - -- - - . _ . - -. -.. r- __.. � ._ - -- :. �,� _ _ _ , , SCALE. 1 - 20 (H.), 1 = 5 _ ----- r-- r-- ---- -- ., - : '� ( ) j - �.- - - - - -- � � ��:____T vC S--' - .__ __. - . B STA. 15 +61.74, 10.20' RT. ALIGNMENTS 'B' AND 'C' ARE IDENTICAL Q ---- - .� 'C' STA. 22 +39.18, 11.89' RT. -- -T -- - Abu IN THIS AREA (EXCEPT STATION NUMBERS _- ) 2.4> 1 - 12 "x6" TEE (MJxFL) w r 1 - 6" G.V. (FLxMJ) o 240.3 LF 12 D.I. - CL. 52 1 -- 5-1/4" M. V.O. F.H. ASSY. m Z w + 1 - B.O.V. ASSY. BLOCK cv 1* (n ' RT. V 'A' STA. -0 +05.00, 9.00' RT. 'B' STA. 15 +83.45, 2.21 + z ar U ~ 'C' STA. 19 +95.00, 9.00' RT. 'C' STA. 22 +55.88, 2.21' RT. N C'4 uj :2 'D' STA. 29 +95.00, 9.00' RT. 1 - 12" 45' BEND (MJ) - z 'TAI BOT' STA. 121+68.01, 5.00' LT. BLOCK 2 Q 23 +00 ry N 1- 12 "x12" WET TAPPING TEE (MJxFL) `U 12" TAPPING VALVE (FLxMJ) 1 - 12" SLEEVE (MJ) NI 1 - 12" VERT. CROSS (MJ) 22 +00 BLOCK (SEE CONNECTION DETAIL, SHT. 30) 20 +00 21 +00 PROFILE - ALIG NMENT ' C SCALE: 1 " = 20' (H.), 1 " = 5' (V.) ROLL 2 O.Z AS -BUILT bET x, UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES. ACTUAL LOCATION MAY VARY. I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS- -BUILT COMMENTS REFLECTING MATERIALS ACTUALLLY USED DURING CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINE Y M R UNDER MY DIRECT SUPERVISION ON THIS DATE: FR19�5 _,A' 132 ssIONA L ENO\ EXPIRES 9 JAN 2006 STAMP MOT VAuD UNUSS 9GWD R DATED DALEY- MORROW- POBLETE, INC. 726 AUBURN WAY N. AUBURN, WASHINGTON 98002 RHONE: (253) 333 -2200; FAX: (253) 333 -2206 I ENGINEERING - SURVEYING �I LAND PLANNING incc)rpu, OlasC! 093 .2sf -4 2 i ACS•,2f93Zc?) SCANNED MAY 0 12006 21 q