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HomeMy WebLinkAboutWTR2702993.80 0 Ld \ z z RECOMMENDED °- Do _ 00 FOR APPROVAL \ Y - 0 0 BY ' \ Dow �W Z \ BY 250 250 c " I� BY Q u Q Q- n a \ W z bi \ a \ - g A - x z w m 240 - _ _ - - 240 00 :2\ z CO 'D'-STA. - 38+31,67, 4 4(2.8)' _-RT. I 'G' STA. 62+74.92, 11.51' RT. \ . W � y 1 - 10"x6" �� 1» 6 G.V. TEE (FL) (FLxMJ) \ . _ 'D' STA. 37+22-+9(21.7),-8-�7.2)' LT. co 5 1/4 M.V.O. F.H. ASSY. \ \ 1- 22-�-1 2- BEND MJ / ( ) BLOC r 1 - 10 230 _FLG. TEE (FL) _ „ \ - _ 33.8 _LF 10" Q LvJ y � 1 - 10" UNIV. 1 - 10"x4" REDUCER ADAPTER (FL) \ D.I. - CL. 52 ci 'D' 1 - 4 G.V. 1 - 10" G.V. 174.5 LF (FLxMJ) (FLxMJ) 10" D.I. - CL. 52 STA. 36+�3{90.06), ^�(5.8)' LT. \ 1 - 10"x6" TEE (MJxFL) CL \ 1 - 6" G.V. (FLxMJ) 2 -BLOCKS D, STA. 37+49.3), 10.1 RT. -6z(SSMH - 1 - 5-1/4 M.V.O. F.H. ASSY. NO 8, 48" (PUBLIC) RIM = (232.90) BLOCK \% \ PROPOSED GROUND I.E. _=-1{223.45)OUT \ pQB� EXISTING GROUND ,0r� 0 C) 0' «� 91.8 LF 10" S� \ D.I. - CL. 52 w - w • E"4 Q `\i z o �'� o 0 _j N CJ Lq E-4 lrT,l /� a "� 0' N. _._._. �M� \\ \ \-9-4 D STA. 735 1 (36+0.1), x (9.3)' RT. z vE w ' I 1- 22-1 /2' BEND (MJ) m m E .� 210 - - '' -- - -- - - - - - - BLOCK 42.3 D.I. LF 10" - CL. 52 - + Lo -- - 210 -- ��� 1% c o, \ \ M 'D' STA. 35+57. .8 9.3 ' RT v� EL 'B' STA. 131-9-9(50.3), 2�-58{24.9)' RT. 38+00 '®' STA. 36+48.5,-2'(9.4') RT. 6 \ Q 1 - 10"x6" TEE (MJxFL) ________ � - __- 'D' STA. 1 10" 34+34.21(35 2) S(7 6)' RT 200 TEE (FL) ------------- N SSMH N0.-7, 48" (PUBLIC) .4) �F RIM = z`21-H-e{217.65) 8 • V) 1 - 6" G.V. (FLxMJ) 1 - 5-1 4" M.V.O. F.H. ASSY. / - " 3 - 10 BLOCK L G.V. (FLxMJ) AS-BUILT(TYP}- DESIGN(TYP) �, � `� + 00 -I.E. _ J{205.52)IN - I.E. _ (205.47)OUT ALLOW ENOUGH ROOM FOR FUTURE CONNECTION 'PUc S� ��\0 BLOCK----.---,. \ - _ 'B' THROUGH 12"x10" REDUCER (MJxFL) & 10" G.V. (FLxMJ) - 10' MIN. STA. 14+73.26, 23.58' RT. ' + �, + N N \ 'D' STA. 33+07.01, 23.58' LT. �' '� 00 `�' + CN o 200 -- -_ - - - - - -- 1 - 10" 45° BEND (MJ) 00 Ln coR 'D' STA. 35+- 'A' STA. 2+�-9-8-3{20.30),--5�(2.71)' LT. �' 579.7)0.4 T., i �, N Q0 SSMH N0. 6, 48 (PUBLIC) �� BLOCK - � � � , , � �- co � n �9{ ), �-4--�7{ 3 �+�_ B STA. 15+ 55.88 13.42 ' LT. RIM = �-6-�-6fl (207.55) S � . � 1 4.9 LF 10 D.I. 2 -t23.3 tF 10- D.I. _ U. - _-52 - 31-1 LE_-=Af)- .t. = £L. ---- - 52 oIn � -_ _ _ _ ,) G STA. 22 �4-�-4 �(20.74),;(0.45) LT. , � I.E. _ �-9-g-�-3(197.67)IN ww \ _ _- 27f LF 10�'-p.i. V.C. c�i ryry - c� � 00M D STA. 32+�-8.8F�(19.04),�(4.66) � LT. PROFILE - ALIGNMENT D I.E. (197.62)OUT a c� -------_. -_- CL. 52 _, W W o SSMH NO. 11, 48" SCALE: 1 " = 20' (H) 1 >, = 5' (V.) D�c - _. z \ -- --, 18' RIM = 1 �-(182.19) O Lo + = _- V.C. 1.E.(MC) = 1-�Z4-44(173.54) J $ - ALIGNMENTS 'A', 'C' AND 'D' ARE IDENTICAL C� Q Q 'B' STA. 14+95.39, 1.44' RT. IN THIS AREA (EXCEPT STATION NUMBERS) 190 - (138.8 LF _ �� s w a a a a N 'D' STA. 32+84.88, 1.44' LT. 6.89{0.0231 PVC S- 45* 7 8� \ 'D' -- BEND (MJ) - - " G \ - - 1�0 �' STA.-�5-1-2b (35+26.7�-9 E0.3 I z BLOCK - F N : OD \ PROPOSED GROUND 0' N vi o SSMH NO. 5,' 48" PUBLIC J ( ) d RIM -- - 'B' STA.��59-3 13+59.7 ( ), �4 �(24.8) LT. - -- - - - ��, _ \ \ EXISTING GROUND 'A' STA. 1+-97{50.45),�e{3.57)' LT. o o Q z 36+0o O Q w U I.E._� 88.0 N �- (1 6)I Q I.E. _ (187.91)OUT cn a i �� - -- \ C STA. 21-I-�B- LT. �, - Q 'D' STA. 34+06.0 , -- - - ) - _ 1 - 10" VERT. CROSS MJ - (- ) - D STA. 31+-� -z� LT. - L; o 0 o W �31.9)' RT. 2 - 10" PLUGS (MJ) s SSMH NO. 10, 48"' 'A' STA. 0 s(18.09), 0(2.2) LT. m - �z J Q:bj -- N N �\ L o ~ a SSMH NO. 4, 48" (PUBLIC) TOP PLUG W/ 2" TAP AND MJ PLUG .9 ) �'� RIM = 14?9�(172.84) 'C' STA. 20+16.�3t ELT. 2 180 _ N \ \ RIM--19-5.10(194) 1 - TEMP. 10" PLUG W/ 2" TAP & BLOW -OFF ASSY. �� ' ' \I.E. MC 164.14 D STA. 30+1�, -� LT. ( ) = 1�3{ ) \w 35+00 � J I.E. _ (184.71)IN - BLOCK 'A' STA. 2+44.46 9.00' RT. A VC � 'TALBOT STA. 121+ {79.03), m Q -j � � >- m I.E. (184.61)OUT -1�fl - - , _ ' , - - B STA. 15+Yi-1.45 9.20 RT. S� . {18.11)' RT. SSMH NO. 9, 48" <�, C STA. 22+32.23, 22.13 RT. �`; \ RIM_ ui w 'D' STA. 32+41.31, 9.76' LT. 1 - 12" TEE (FL), 2 - 12" G.V. (FLxMJ) \� 1.E.(MC) = 1��4(155.88) AS -BUILT SET o _ 2 -_ 1 - 12" SLEEVE, 1- 12" VERT. CROSS (MJ) __ 12 __-PLUGSMJ , TOP PLUG W- _2 TAP AND MJ PLUG (12") - o w Q �'' --_ X - - �> 32 _ UNDERGROUND PIPE ACTUAL LOCATION MAY LOCATION BASED ON SURFACE FEATURES. VARY. z 1 - TEMP PLUG W/2" TAP &BLOW -OFF ASSY. Z CF - o o BLOCK PVC S - _ -2.00% 1 CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS -BUILT c� w m Q _ �; x Z Q06 `` \I\. 12" COMMENTS REFLECTING MATERIALS ACTUALLLY USED DURING CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS z - Q m 00 00 �' - o- ?4 WATER DETERMINEDLY ME/ 0 UNDER MY DIRECT SUPERVISION ON THIS zo _ o - T v' w o Ll_ . O z+00 160 �` - _ _ 16o _ - DATE:_ © p 3 D --- zf a Q Q QY z Q v_' w 34+00 33+00 m> o + z z - U J + z o ° Q 240.3 LF 12" D.I. - CL. 52 v�N DALEY-MORROW-POBLETE, INC. � o Q Q N w - Q ® E- z LL F- 1 - B.O: V. ASSY. - A �F 726 AUBURN WAY N. a' U ou �`� o Q O 'A' AUBURN, WASHINGTON 98002 hi un ob z o J STA.-0+05.00, 9.00' RT. 'C' PHONE: (253) 333-2200; FAX: (253) 333-2206 Ui b,I o 0000 + ''� ALIGNMENTS 'B' AND 'D' ARE IDENTICAL IN THIS AREA (EXCEPT STATION NUMBERS) z U) Q Q STA. 19+95.00, 9.00' RT. 'D' STA. 29+95.00, 9.00' RT. 'TALBOT' STA. 121+68.01, 5.00' LT. �� �� - 13258 �" ��� ii ¢ 1- 12 x12 WET TAPPING TEE (MJxFL) - _ Ff s�� ENGINEERING - SURVEYING - c~i> 1 12" TAPPING VALVE- (FLxMJ) A L ECG LAND PLANNING PROFILE - ALIGNMENT 'D' 1 - 12" SLEEVE (MJ) 30+00 mcorporoted z SCALE: 1 " = 20' (H.), 1 " = 5' (V.) 31+00 1 - 12" VERT. CROSS (MJ) EXPIRES 9 JAN 2006 BLOCK SEE CONNECTION DETAIL SHT. 30 STAMP NOT VAUD UNLESS SIGNED & DATED _ 29 3 ram. -,-25 ,,22 E s Z �9,321 SCANNED AY 0 12006