Loading...
HomeMy WebLinkAboutS-284703132ND AV. STA. 12 +52.0, 30 LT. Q _ X376.67 HAI - I , - - - lV W 714 OF SEC Fl0/V �3, TWIZI 231, RUE 5E, M. N i - INV.- EL•1�- 358.50- DRNE PRO9BSE7�ANlTA' 1 __ m 1 I 1 A� SEWER PUMP STATION _ _ _ o ° ti - - - SEE SEPERATE PLANS 88-29$25"" c N o G - M �- _ �._'7��r•.�- -».- --- ` ' 406 O w 3 _ fj - � Q - 412 41 424 426 7 -- -°S S �;;� �'� o: :;aT- I � "vim ✓ '7 a1 �c9 4�6 inns n�i zcnzan , 86 384 g� I O a� _ S9° 40o L FF-426 4 z + + I = gti I €ND STA 3 +58.5$ 4a.8'LT.; lE. 407.01 424 I , 3 0- I i I+ S ____ B g I q rEE T +55.7$ 2'LT.; lE 39821 I 1 ' Os L �' r 6" PVC ®2X1 / - - - - � - - / $ I I EN� �Tii 4+12.Q5, 45.9LT.,% 15413.0 f yy END STA 1+45 .Y 45.7' LT. IE. 13 9;6 END SIA + 2195, 471 LT.; !E. 13 51 TEE 5¢A� 4 +12.10, 216LT.; IE. 403.8 1 \ I ND STA 5 +96.05, 65.7LT.; JE. 413.0 �r `'7 �Z t TEE STA 1 +5946 7.45 LT; !E. 4 .Q TEE S P 12 4.�5, 11.91 T.; 1E. �i 8. END STAI +$9.25, 45.91T.; !E. 14 p Fps \\ I pi Wt� STA 5138.45 5.00LT.; lE. 411.3 i 1w I I END STA 3 +08.Q 11 .01T.; 1f. 401.7 TEE STA 14 61.20, 4.41T.; /E. 498 I 426 - - °; NOTE.• LOTS 12 & 13 MAY 2, EW TA 2 4517 T IE. 8 TEE STA 3 +05. }5, 1 01T.; 1E. 393.i�i END ST4 10.55, �5 . T.; !E. 421.0 s Q 11J ;� 11:4 ` REQUIRE INDMDUAL SANITARY Z 17 1 7E S A 2+ 3.70, 9.51'L .; I E. 83.2 I i J 412 I FF 41$ I TEE STAI 10.5 5.00'LT.; l R B O I I Fjr 400 FF --406 4 a = _ - - - - J - - - STA 6 9.60, 3.4LT; /E413.25 394 78 - -- - - - - -1 i 1 V ' mm� !O I I + 3 LF 8° 0 P - - -- 1 00 i 406 \ 'a `V 7 � W> 2 c�i �' `n ._ Z I I S 394 � 1 _ � -*:- � ( - \ p� ,4 � °o I L W s- 2.a1 I R2 s BEFORE EX04V/ATION °- ° �'� l y 5 1 4 5" a 4,,; s ,.. S �� 417 O (n ¢ s z I ✓ I 1 F v ry GENERAL CONTRACTOR OR o� « ' . 5. o I 86 LF. I A P ®200% 4 L 4 DEVELOPER MUST INQUIRE AT - -1 SEATTLE WATER, CONTACT BOB GAMBIL (206) 684 -5969, TO 1 e \ - - _ LOCsiTE THE EXIS77NG 36-0 WATER TRANSMISSION PIPELINE IN 132ND AVE BEFORE 5< p STA 5 +60.3, 7.0' STA 0 +95.10. SSMH 0 / RIM ELY. '�T 42s-� 420 i _ 4 ^ IXCAVAT/NG THERE. 5 0' v INV ELV. +r, -T,r 411.56 6� rp i S 472 4 +73.9, 5.0 T. ' _ �"' 3 1.821 1+29, 6.0 / _ - - - 0.54 �' � END STA 6 +28.40, 27' /E�419A4 f a � �- ' r;' , IM ELV. .75 cn0 1 ! 406 - - - -1 ' 4 F8 r /NV ELV. 4 a INV EL = 376.45 V; '6 % - - - - -1 -4 - I \ 424 1 FF =424 \ ryM� W e PIPE CROSSING 3 - - - - / - - - - 406 `24 Ml 3a se 'I 396 FF-400 - - b' 1t! STA 1 +26.73, 5. 5'LT. a ------- - - - - -- T 2 FG. ELV. =181.8 END STA 2 +53.0 .7'RT.; IE 395.b FF 412 Ff =418 !F 424 E D STA 5 +05 0, 60.7R . IE 418 - �o (� n 8 "0 SS. lE = 3 5.37 TEES 2 +50.5, 111.7'LT.; 387.E 5 6 7 E STA 5105.60; 5 00'R _ -1 - - - - - - - - - - - -` 2 Z ° 4 °0 SS. FORCE -1 11 £Nd TA 2 +0 0, 45.91P7 ; I �E. 39 I i -I 4 0 i ! END STA 4 +52.85, RT.; 1E. 19.0 D STA 6 +02.75, 46.0'RT.; IE 424.0 e WV1 MAIN 1E. TEEI 7,4! 2 +01.35, 9.4'Lt; IE 383.0 END STA 13 45.80, 46.1'RT.; l� 497.0 � � 1 FF-426 TEE STA 13 48.55, 6.8'LT.; !E. 3 75 TEE STA 4 +5285 15. Q'LT.; !E. 7.7 STA 5 +46.85 SjLT; /E 411.5 Yam NOTE SEE PLAN EFT ® I ND STA 1 +53.12 146. i'RT.; 1E. 387101 I I FF =424' 9 \ \ % `� SEWER �� STA 1+50.0 �1'LT.; IE. 3779, END STA 2 +93.0 6.3'RT.; lE. 401.b END STA 4 +3. 0 46.7RT.; lE. 413.6 END STA 5 +87, 48RT.; IE 4 � R= 4M 4 4g 14 OF 15 FOR _EWER ,, , - _ _ _ f Z ON 132ND AV SE I - - -' TEE STA 2 +97.3 1 .5'LT.; IE 392..E T£E STA 4 +3 0, 5.00'LT.; lE. 405.81 WYE STA 5 +32, 6.00 LT.; lE. 41 1 140C L - - - -- ' L - -- A + L- M -- 06 4021 �- _- 9� 399 492 GD0 ao6 4�� - - - - - -� L - - - - - - - 2 - ---- - - - - - - \ -- �` G GRAPHIC SCALE ,Y 408' 4 ?2 4 i4 416 418 4 l e i SS H #4 48 °0 4G5 406 4G8 24� b .- 132N'D Ap! STA 170 .0' LT 1' o pL� 29 24a' I / ry �� - RM ELY 395 a 629. 52 ( IN FEET ) 8 /Nl EL V 388 +t1 • 1 inch - 30 ft SEE SKEET 14 PV7 EL = 442LO8 Pi/� ELEV = 421.08 Lsr - A.D, -1{}00 K = 10.00 100.00' VC o - n oo= L' "CAUnDN° SSMH#.3, 48 "0 - -- GG9 a a � O i p - _ - W H Q O C ^ �f m iiil I s m x CONTRACTOR TO PROVIDE SUFF/GI! CLEARANCE BETWEEN WATER LINE CONCRETE BLOCKING AND 8" SANITAY SEWER LINE 39 J PVC 341 L 6 0 w a _�. 'G',- -' -" SSMH#.3, 48 "0 - -- GG9 3 STA. 0 +95.1, 5.0' LT �- _ PIPE CROSSING = 2.-4 30.00' VC x SSMH 3A, 48 °0 Q STA. 1 +29, 6.0' LT v REM ELV. -" x T INV. V. 3-76-'46- 375.55 - iMV�iV��7G4r 8 °0 SS. lE. = 375.37 Z 2z _ 32LF 8 "0 PVC 4 "0 SS. FORCE- PVC 341 L 6 0 w a z o SSMH#.3, 48 "0 - -- GG9 3 STA. 0 +95.1, 5.0' LT �- _ PIPE CROSSING o x RIM ELV. 38-7 -t J81.82 - STA 1 +26.73, 5.951 T Q fN4�- Etb`.- ✓�5J72 -45 - FG. EL V. =381.8 o iMV�iV��7G4r 8 °0 SS. lE. = 375.37 Z 32LF 8 "0 PVC 4 "0 SS. FORCE- S =-2-099-2.81% MAIN 16-. = 374_0 D- y00LT.!. Y.. _ _._.- i��2.819 370 - -- O O w M 10 ^_ L6 W^.v - j 7 2 $o, 1+00 2 +00 - - 3 +00 _ 4 +00 " Z O N V -I 8686 LpVZ V: I SSM112, 48 °0 SSMHfl, 48 °0 STA 4 +73.9, 5.0' LT. STA. 5 +60.3, 5.0' LT. R!M ELY 428 -7, 42T RIM ELY - 423 -0- 423.36 INV. ELY 4119.00 409.84 INV. ELY '>T,r411.56 5- ?84703 °AS -BUIL T" NOTE' AS- BUILT' IS BASED ON A ACTUAL FIELD SURVEY BY TOUMA ENGINEERS AND INFORMATION SUPPLIED BY CONTRACTOR. tL ' wnsgtr,'Y C' y sa o LlbjLgL J •- N N O 2, OJ R o,l 00: exF 6/22A V Q. s +oo s +oo 7 +00 SCANNED SEP 13 2002 FR 231 : 8 1 a,