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HomeMy WebLinkAboutS-299321s I II 11 z �1 i I I I CL ' a tc - Un c i cam", u7 ( 4 cv 00 c � _j cic CQ h L Z RIM - 10(194) 1 - TEMP. 10" PLUG W/ 2" TAP & BLOW -OFF ASSY. Ld LP g" PVC S1- - - �_- -- - - -___ 0.0231) I.E. = 44(184.71)IN BLOCK o I.E. _ (184.61)OUT `D' STA. 35 +26.7) �.3 . ,n 'A' STA. 2 +44.46, 9.00' RT. (r_,) , NO. 5, 48 "(PUBLIC) q u . 1 r �I _x(201.82) ,++ I.E. = � F- I.E. _ (187.91)OUT U) :2 'D' STA. 32 +41.31, 9.76' LT. ur o � W 0 " 12 G.V. (FLxMJ) 1 „ 12 TEE (FL), 2 ;i 0 a "- 1 - 12 SLEEVE, 1 - 12 VERT. CROSS (MJ) Z V 35+ 00 LL '.{ I �{ ^� c 1 -- TEMP 12" PLUG W /2" TAP & BLOW -OFF ASSY. u 0r rnl o U BLOCK w . U d LJ m ; 01 �I , u Lr 1 F ►� Z W 0z 3 4 +00 33+ 00 00 � � U W{ a: � Z a Q + Z o LIJ i ►'�� u) Q O W 0 w r •c 0 Q o N E­4 Q Z , .a , a ' 0 E 0', `,° c N .c C °' as aC3 s I II 11 z �1 i I I I CL ' a tc - Un c i cam", u7 ( 4 cv 00 c � _j cic • RECOMMENDED FOR APPROVAL BY BY BY DC FX- z 00. vo � vi - ��_ ,o+owCIDw 250 - - - \ ''y' ? f _ '`� \ F-- J F- J -� (A Q 0 Q • ' z . w - a Z Z 240 _- - - _ - _ ' Z J r 1 D STA. 38 +31.67. ' T -3--2- 4.(2.8)' R T. _ - -- - . - --- - �:-._ � � \� -- - -- - - - - -- - -. - - _ .. _ _ . .. 'G' STA. 62 +74.92, 11.51' RT. -� 1 - 10 %6" TEE (FL) 1 - 6" G.V. (FLxMJ) 'D' STA. 37+ X21.7), -3- 3{7.2)' LT. 1 - 5-1/4" M.V.O. F.H. ASSY. ''~� 1- 22-1/2 BEND (MJ) „+ 1 - 10" TEE (FL) \ BLOC "7 - Y \.. :_ .._ -_ -__- 33.8 LF 10" ___._____.__, 23o Q - -�1 ___10" UNIV. FLG. ADAPTER - D.I. -- GL. 52 in 1 - 10 x4 REDUCER (FL) _ 1 -- 4" G.V. (FLxMJ) 174.5 LF 10" D.I. - CL. 52 . 'D' STA. 36 +8£�'�{90.06), -4- 4 5.8)' LT. 1 - 10" G.V. (FLxMJ) 1 - 10"x6" TEE (MJxFL) 2 - BLOCKS 1 -- 6" G.V. (FLxMJ) STA. 37 +-49- 82{49.3), 10.1' RT. _1 - 5 -1/4 " M.V.O. F.H. ASSY. SSMH NO. 8, 48" (PUBLIC) . - BLOCK RIM \ 3,1, x232.90) j \ PROPOSED GROUND I.E. = -� 4(223.45)OUT �� �� EX► -TING GR'�UNP_ 220 - - - -- -._.. _ - -- - -_ - _ .. _ -- . _.... 91.8 LF 10" - r- S� D.I. - CL. 52 z W 9 STA. 5 . 9 (36 +0.1)1 4`x(9.3)' RT. Z 1- 22-1/2' BEND (MJ) ! o0 5.29932/ BLOCK 42.3 LF 10" I 210 - - -_ - _ _ _ - __. _ .- -,- - -t -- - - ? --- - D.I. - CL. 52 -- - -- - �' _ - _ _ - - -- -- - - - -- - - -_ I r _ � 210 '., D STA. 35 +57. _8-+a0 " " 38(.8), 4-9- '4{9.3)' RT. B STA. 13+ -48- 98(50.3), x(24.9) RT. D STA. 36+48.5,-9-2-'(9.4') RT. i + `'� �'', ,, '� 1 - 10"x6" TEE (MJxFL) - 'D' STA. 34+,34.21(35.2), (7.6)' RT. 200 -� SSMH NO. 7, 48" (PUBLIC) ` X66 �) i `� ; �^ 1 -- 6" G.V. (FLxMJ) " L____ N RIM - X1-8 -6� {217.65) �F fit+ ` -�� i 1 -- 5-1/4" M.V.O. F.H. ASSY. 1 - 10" TEE (FL) N ' 3 - 10 G.V. (FLxMJ) AS- BUILT(TYP) ,n � - -- - I.E. _ �205.52)IN ___ -- - pVC __ _�_.. -BLOCK - -- +- - - - - - - B LOC K I.E. (205.47)OUT DESIGN(TYP S `+ + ALLOW ENOUGH ROOM FOR FUTURE CONNECTION �__ .._ THROUGH 12 "x10" REDUCER (MJxFL) & 10" G.V. (FLxMJ) - 10' MIN. • �r�S - 1 B STA. 14 +73.26, 23.58 RT. a, + `- -- `'` 'D' STA. 33 +07.01, 23.58' LT. a' ° + a - - 1 - 10" 45' CA 0 N 200 - - - - -- - --r- - _ - - - - -- -- _ BEND (MJ) r-. a' � �_ + � c+� STA. 2 +���(20.30), -�- X0(2.71)' LT. "'' � D STA. 35- f -�9-5f 79.7)„ 0.4 RT. 00 v , w ,� SSMH N0. 6, 48 (PUBLIC) �- 1 BLOCK � a� - ...._. _ __ _ _ 123.3 LF 10" D.I. =--CL.-52 - - -- _ 31 3 LF_ 10"�.I.___� CL• -52 -r- �� `� r B STA. 15 +55.88), �- 4-x{13.42) LT. 37 +��0 RIM = x(207.55) '`S� ��& I �'.. \, I 124.9 LF 10" D.I. 1 N __Qa -- °�� - 'C' STA. 22-+44_ -4- x{20.74) -- - x(0.45)' LT. .J i ---- -- ' ' ' - 27f LF W' D.I. 'D' STA. 32 -+-�8- 88{19.04), --3-9 (4.66)' LT. PROFILE - ALIGNMENT 'D' _.-- V a� oo I.E. (197,62 }OUT 6 ` CL. 52 ' SSMH NO. 11 48" SCALE: 1 " = 20, (H.). 1 ., = 5' (V.) - _. Y _ _ O ,A Li 1S RIM = > -x'144 82.19) V. C. 1.E.(MC) - I-�_ l4(173 54) . -.... -.._.. rte.- • • -Wr- - -- ----. __- _.- __.._ -- __ - ___. -' -_. - ____..__- _ ... _. _ -._ - - ---.. __ -__ °_ •c--- ` - - i ALIGNMENTS 'A', 'C' AND 'D' ARE IDENTICAL 'd[ 1 'B' STA. 14 +95.39, 1.44' RT. I I != IN THIS AREA (EXCEPT STATION NUMBERS) 'D' STA. 32 +84.88, 1.44' LT. _ (M J) N • -__ •� , BLOCK PROPOSED GROUND - -` 00 L_� EXISTING GROUND 'B' STA. - _ (13 +59.7), _ � - - - �' �-- -== - -_ � -• -_- ___ � ! - : -\: - - - -;� ' '\ 'A' STA. 1 +50.45),- X3.57) LT.� �- x(24,8) LT. 'C' STA. 21+ T LT. 'D' STA. 34 +06.0), 1 10" VERT. CROSS (MJ) --?*�f ) 2 - 10" PLUGS (MJ) " 31.9 RT. - - -_ - _ - -. -- D S SSMH N0. 4, 48" (PUBLIC) TOP PLUG W/ 2" TAP AND MJ PLUG Z RIM - 10(194) 1 - TEMP. 10" PLUG W/ 2" TAP & BLOW -OFF ASSY. LP g" PVC S1- - - �_- -- - - -___ 0.0231) I.E. = 44(184.71)IN BLOCK o I.E. _ (184.61)OUT `D' STA. 35 +26.7) �.3 . ,n 'A' STA. 2 +44.46, 9.00' RT. SSMH NO. 5, 48 "(PUBLIC) z B STA. 15+41.45, 9.20 RT. RIM = _x(201.82) ,++ I.E. = � F- I.E. _ (187.91)OUT U) :2 'D' STA. 32 +41.31, 9.76' LT. ur o CD 0 " 12 G.V. (FLxMJ) 1 „ 12 TEE (FL), 2 ;i 0 a "- 1 - 12 SLEEVE, 1 - 12 VERT. CROSS (MJ) Z V 35+ 00 LL '.{ �{ ^� c 1 -- TEMP 12" PLUG W /2" TAP & BLOW -OFF ASSY. u 0r rnl o U BLOCK w . U d LJ m ; 01 �I , u Lr , ° W o E'- F- ►� Z w 0z 3 4 +00 33+ 00 00 � m w U W{ a: � Z a Q + Z o LIJ i ►'�� u) Q O • RECOMMENDED FOR APPROVAL BY BY BY DC FX- z 00. vo � vi - ��_ ,o+owCIDw 250 - - - \ ''y' ? f _ '`� \ F-- J F- J -� (A Q 0 Q • ' z . w - a Z Z 240 _- - - _ - _ ' Z J r 1 D STA. 38 +31.67. ' T -3--2- 4.(2.8)' R T. _ - -- - . - --- - �:-._ � � \� -- - -- - - - - -- - -. - - _ .. _ _ . .. 'G' STA. 62 +74.92, 11.51' RT. -� 1 - 10 %6" TEE (FL) 1 - 6" G.V. (FLxMJ) 'D' STA. 37+ X21.7), -3- 3{7.2)' LT. 1 - 5-1/4" M.V.O. F.H. ASSY. ''~� 1- 22-1/2 BEND (MJ) „+ 1 - 10" TEE (FL) \ BLOC "7 - Y \.. :_ .._ -_ -__- 33.8 LF 10" ___._____.__, 23o Q - -�1 ___10" UNIV. FLG. ADAPTER - D.I. -- GL. 52 in 1 - 10 x4 REDUCER (FL) _ 1 -- 4" G.V. (FLxMJ) 174.5 LF 10" D.I. - CL. 52 . 'D' STA. 36 +8£�'�{90.06), -4- 4 5.8)' LT. 1 - 10" G.V. (FLxMJ) 1 - 10"x6" TEE (MJxFL) 2 - BLOCKS 1 -- 6" G.V. (FLxMJ) STA. 37 +-49- 82{49.3), 10.1' RT. _1 - 5 -1/4 " M.V.O. F.H. ASSY. SSMH NO. 8, 48" (PUBLIC) . - BLOCK RIM \ 3,1, x232.90) j \ PROPOSED GROUND I.E. = -� 4(223.45)OUT �� �� EX► -TING GR'�UNP_ 220 - - - -- -._.. _ - -- - -_ - _ .. _ -- . _.... 91.8 LF 10" - r- S� D.I. - CL. 52 z W 9 STA. 5 . 9 (36 +0.1)1 4`x(9.3)' RT. Z 1- 22-1/2' BEND (MJ) ! o0 5.29932/ BLOCK 42.3 LF 10" I 210 - - -_ - _ _ _ - __. _ .- -,- - -t -- - - ? --- - D.I. - CL. 52 -- - -- - �' _ - _ _ - - -- -- - - - -- - - -_ I r _ � 210 '., D STA. 35 +57. _8-+a0 " " 38(.8), 4-9- '4{9.3)' RT. B STA. 13+ -48- 98(50.3), x(24.9) RT. D STA. 36+48.5,-9-2-'(9.4') RT. i + `'� �'', ,, '� 1 - 10"x6" TEE (MJxFL) - 'D' STA. 34+,34.21(35.2), (7.6)' RT. 200 -� SSMH NO. 7, 48" (PUBLIC) ` X66 �) i `� ; �^ 1 -- 6" G.V. (FLxMJ) " L____ N RIM - X1-8 -6� {217.65) �F fit+ ` -�� i 1 -- 5-1/4" M.V.O. F.H. ASSY. 1 - 10" TEE (FL) N ' 3 - 10 G.V. (FLxMJ) AS- BUILT(TYP) ,n � - -- - I.E. _ �205.52)IN ___ -- - pVC __ _�_.. -BLOCK - -- +- - - - - - - B LOC K I.E. (205.47)OUT DESIGN(TYP S `+ + ALLOW ENOUGH ROOM FOR FUTURE CONNECTION �__ .._ THROUGH 12 "x10" REDUCER (MJxFL) & 10" G.V. (FLxMJ) - 10' MIN. • �r�S - 1 B STA. 14 +73.26, 23.58 RT. a, + `- -- `'` 'D' STA. 33 +07.01, 23.58' LT. a' ° + a - - 1 - 10" 45' CA 0 N 200 - - - - -- - --r- - _ - - - - -- -- _ BEND (MJ) r-. a' � �_ + � c+� STA. 2 +���(20.30), -�- X0(2.71)' LT. "'' � D STA. 35- f -�9-5f 79.7)„ 0.4 RT. 00 v , w ,� SSMH N0. 6, 48 (PUBLIC) �- 1 BLOCK � a� - ...._. _ __ _ _ 123.3 LF 10" D.I. =--CL.-52 - - -- _ 31 3 LF_ 10"�.I.___� CL• -52 -r- �� `� r B STA. 15 +55.88), �- 4-x{13.42) LT. 37 +��0 RIM = x(207.55) '`S� ��& I �'.. \, I 124.9 LF 10" D.I. 1 N __Qa -- °�� - 'C' STA. 22-+44_ -4- x{20.74) -- - x(0.45)' LT. .J i ---- -- ' ' ' - 27f LF W' D.I. 'D' STA. 32 -+-�8- 88{19.04), --3-9 (4.66)' LT. PROFILE - ALIGNMENT 'D' _.-- V a� oo I.E. (197,62 }OUT 6 ` CL. 52 ' SSMH NO. 11 48" SCALE: 1 " = 20, (H.). 1 ., = 5' (V.) - _. Y _ _ O ,A Li 1S RIM = > -x'144 82.19) V. C. 1.E.(MC) - I-�_ l4(173 54) . -.... -.._.. rte.- • • -Wr- - -- ----. __- _.- __.._ -- __ - ___. -' -_. - ____..__- _ ... _. _ -._ - - ---.. __ -__ °_ •c--- ` - - i ALIGNMENTS 'A', 'C' AND 'D' ARE IDENTICAL 'd[ 1 'B' STA. 14 +95.39, 1.44' RT. I I != IN THIS AREA (EXCEPT STATION NUMBERS) 'D' STA. 32 +84.88, 1.44' LT. _ (M J) N • -__ •� , BLOCK PROPOSED GROUND - -` 00 L_� EXISTING GROUND 'B' STA. - _ (13 +59.7), _ � - - - �' �-- -== - -_ � -• -_- ___ � ! - : -\: - - - -;� ' '\ 'A' STA. 1 +50.45),- X3.57) LT.� �- x(24,8) LT. 'C' STA. 21+ T LT. 'D' STA. 34 +06.0), 1 10" VERT. CROSS (MJ) --?*�f ) 2 - 10" PLUGS (MJ) " 31.9 RT. - - -_ - _ - -. -- D S SSMH N0. 4, 48" (PUBLIC) TOP PLUG W/ 2" TAP AND MJ PLUG RIM - 10(194) 1 - TEMP. 10" PLUG W/ 2" TAP & BLOW -OFF ASSY. LP g" PVC S1- - - �_- -- - - -___ 0.0231) I.E. = 44(184.71)IN BLOCK o I.E. _ (184.61)OUT `D' STA. 35 +26.7) �.3 . ,n 'A' STA. 2 +44.46, 9.00' RT. SSMH NO. 5, 48 "(PUBLIC) -170 B STA. 15+41.45, 9.20 RT. RIM = _x(201.82) ,++ I.E. = 'C' STA. 22 +32.23 22.13' RT. F- I.E. _ (187.91)OUT U) :2 'D' STA. 32 +41.31, 9.76' LT. ur 0 " 12 G.V. (FLxMJ) 1 „ 12 TEE (FL), 2 o 0 180 �-- - -- - _ -- - - - - -- - _- "- 1 - 12 SLEEVE, 1 - 12 VERT. CROSS (MJ) 35+ 00 2 - 12" PLUGS (MJ), TOP PLUG W /2" TAP AND MJ PLUG __ 1 -- TEMP 12" PLUG W /2" TAP & BLOW -OFF ASSY. z Q o BLOCK w . U d m ob �;; z cc, °°I ! ° W o E'- F- ►� Z w 0z 3 4 +00 33+ 00 00 � m w � Z � � Z _ N O 0 � Q + Z o LIJ Q ►'�� u) Q O 00 00 d z c6: ` < O 0 �F- Jz (n Q Q ALIGNMENTS 'B' AND 'D' ARE IDENTICAL IN THIS AREA (EXCEPT STATION NUMBERS) ROLL 6� SSMH N0. 10, 48 ; 'A' STA. 0-+18.09),- x(2.2)' LT. BRIM = 1�-9 (172.84) 'C' STA. 20+16-2:3. z- 59' -LT. 8h p I.E`(MC) = 16@ .44{164.14) 'D' STA. 30 +i-6.23, 2 E_�P= LT. TALBOT STA. 121 +79.03), S 6-2318.11)' RT. 0 ` SSMH NO. 90 48"N." • 1,3 `' ` RIM - 16 t.6 62.83)0- I.E. (MC) = 1- 54(155.88) N � 3 VCS_' :y • 06424 cv 32 +00 PROFILE - ALIGNMENT 'D' SCALE: 1 " = 20' (H.), 1 " = 5' (V.) 2 0.2 160,6 240.3 LF 12" D.I. - CL. 52 1 -- B.O.V. ASSY. 'A' STA. -0 +05.00, 9.00' RT. N 'C' STA. 19 +95.00, 9.00' RT. cOl 'D' STA. 29 +95.00, 9.00' RT. 'TALBOT' STA. 121+68.01, 5.00' LT. 1- 12 "02" WET TAPPING TEE (MJxFL) 1 - 12" TAPPING VALVE (FLxMJ) 31+00 1 -- 12" SLEEVE (MJ) 1 - 12 " VERT. CROSS (MJ) BLOCK (SEE 00NNE0TI04 D- ETALL. 5-HT. _ 0) FR 196 190 co o� N; 36+ 00 Uri oa Of �- UV) 0 F- m ;� Z Q_ w ~ Z c� \wJ UmQ 170 I �\ I t C%41 f - LP g" PVC S1- - - �_- -- - - -___ 0.0231) o `D' STA. 35 +26.7) �.3 . ,n w SSMH NO. 5, 48 "(PUBLIC) _ RIM = _x(201.82) ,++ I.E. = (188.06)IN F- I.E. _ (187.91)OUT U) :2 ur 0 180 �-- - -- - _ -- - - - - -- - _- _'-. 35+ 00 AS -BUILT SET UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES. -- -- -- ACTUAL LOCATION MAY VARY. I -2.00% 1 CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS -BUILT �- ' COMMENTS REFLECTING MATERIALS ACTUALLLY USED DURING EXI -J. 1 CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS WATER DETERMINED RY M 0,R UNDER MY DIRECT SUPERVISION ON THIS =�- --- 160 DATE:_..0_ jyp-A! -- -- _-A 0 i of 30+00 F x 1325r Ffs10 � Al EXPIRES 9 JAN 20M STAMP NOT VALID UI&M IGMED R DATED DALEY - MORROW- POBLETE, INC. 726 AUBURN WAY N. AUBURN, WASHINGTON 98002 PHONE: (253) 333 -2200; FAX: (253) 333 -2206 EN004EERING - SURVEYING 0 �,1 LAND PLANNING ,0"? AL e- ,2893.22 S .25932/ ) 10 SCAM4E o MAY 0 12006 q