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HomeMy WebLinkAboutzS-2867Seti €E r� r' Na w 1 w _ WWo 1 00 3 � a a s u Y g e 8 S a z b c 70 U 20%F 6 J lE 4841 . ' /E 466.6 nvt>allo Acc£ss @ a23oo �- — — — — — — — — KEY MAP -ESA/T 70 LOTS 33_.-.75 I I 4 g - - - - - N� 1" = 500' 4-1 AND fh1ERaNCY ACCESS 3R19 CT. f 1 L GYT1- OF-R,9V7 - J �� i 182LF i 2 7'19"W 6i�L 863 d 0 I*r 1 \ / G4 Z m.2 {" ( CQYSIRUCDON LEN7ERL/NE ' 24LF 6 "` , g E ®0.090 OO - - 3a /E 4780 1 1 _ - a < '� e `� - - - - J I 0.050 E a i / .f 1 - -- -- I /E 484.9 E- SSW 71 �i \ c STA. 3177 10 RT. /E 476 L I , � 26LF 6 r 7�1 - 1; I ®0055, v I® 0.200. d, /E 4823 \ E CONNECT B°,FM.. W771 121x 8' I r 25' U7)VIY AN/i �n t l CaVC9V7RIC RiDUL R fPVL), ACCESS c rn = `8' PPC SPOOL `A(VD 8 PVG/D/ } - - - - - O�BT5�9 4� - - - - 49p-'- J d LGYIPLING`. - L 0.0890 q - = - � SCALE: 1 " � _ "40' 1E 4735 I" - - - - s C ( [ J' A2 6" l o zo ao Bo I} 44 /7 7 T i 1E 480.9 d ,` 'STA.3 +724R7 L_ - -- - - -- I - I• r - ( BENCH MARK ( ) I _ 2&F 6' ? I ! BENCH MARKS PER CITY OF RENTON ®472.0 1 41 � 1 SURVEY ON NAVD 1988 DATUM m 2' 1 `SR r 45 f 6i, I o� fTYPJ�� 1 I ®0200 PT #1852 3" BRASS SURFACE II€ rlI - 70k ,J' �L_ -- a86J DISC. IN THE INT. NE 4TH ST. (S.E. y 1E 47 s [ L - _ - - J _- - " '� 128TH ST.) & 148TH AVE S.E. _ 494 EL. 454.77 OR (130.614 METERS) i 478 PT 2103 = BROKEN BRASS SURFACE DISC. IN THE INT. S.E. 128TH ST. & i 1 J r41L - - 156TH AVE S.E. Q 0 I I - - - r - 47.94,9"lL7 013 METERS) l E 5` L_ 85J 1d'• I r x I - - - -- h 3aF s l - 442 446 446 45D '-2 `• ®aaw -f. Wf I> - - ` ^ - 1 r - - - - -- i _ /£466.9 25'UAL /TYAND'., 1 r - - - - -- - -`° -- �' a I l( - - - -- �-- 1 10 1 1 ACCESS EMT ao f,. (•, -1 1 1 l - - -,1 I� 70L07543 -46 jh� 1 t 4i6il -- - - -- - - -- f 711 . � - - - _, � } 1 1 ! 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Suite 200 7 1 , X a " -..., [ \ �' ` - -.. ' 1E 441.6 4 I N-':,,- rr�� i \ r Bellevue, Washington 98007 d 1 -•,., '4:1 \ ° � / I i , 3,-:- ;� G ` I ,.• m- 'm "I"" 425.685.7877 Fax 425.885.7963 ivwi w' L---- - - - - -- 20'UX1TYAND i� / w` 32LF6" 1 INT N DESIGN m `I ACCESS ES%1'T i \ 7 / ISTA. - 3 +13, PT 5 0 j ,., i iw J: �` ,:;--- - - - - -- ' i�''1; I° _ �„.' �- - - -E'� f - ENGINEERING PLANNING SURVEYING —: �� 1 ° 70 LOT 10 i ° h r ti= a I 1464 13 /E 436. /E 437.9 SCANNED OCT 4 2000 94168C501 ROLL # 168 FR 1 6:_: 4 Y pF Wo 0 45 47 KEY MAP 1" = 500' 616 00. 1350,\' IE 455.0 6" "45LF do.110 '. 5Lr IE'.45J. 4 61 /45LF 6" a -160,110 T456.5 68 SCALE: 1 = 40' 0 20 40 80 45LF6- 00.100 (E 448.8 BENCH MARK 69 BENCH MARKS PER CITY OF RENTON SURVEY ON NAVID 1988 DATUM PT#1852 = 3" BRASS SURFACE DISC. IN THE INT. NE 4TH ST. (S.E. 128TH ST.) & 148TH AVE S.E. EL. 454.77 OR (138.614 METERS) PT#2103 = BROKEN BRASS SURFACE DISC. IN THE INT. S.E. 128TH ST. & 156TH AVE S.E. EL. 547.94 OR (167.013 METERS) 0).70 2 GPg T. of 15-,,12'25" 13211 4205 148th Ave. N.E. Suite 200 122LF 8• Bellevue, Washington 98007 Com 425.885.7877 Fax 425.885,7963 -DESIGN ENGINEERING PLANNING SURVEYING C17, �S67oa 9416BC502 SCANNED OCT 4 2000 NW 114, NW 1/4, SEC. 14, TWP. 23 N., RGE. 5 E., W.M. C, 0 i. F77 C6 q ® 0.040 'a 6' '45 �62. 0 LL 26 a1 s L F 6 0.21 88' " - -j IE 1606W 4 68. 0 *j 297.56 ze izw 3 -- - --- 2 F- -71z7-, T 25 -p� AV JW- 6- 1 8 47 " 01 i I - LOT�,51 5X--, 0 O.-02�qO 0) 49 L ------- A J) 50 JA 6-" OM CA JAF 6 4 @0 12LF 6_1 25 4JLF 6 4� 6-1 j". 420 6" V) 40ILf LLJ F 7 -0 01 LLJ �456 . 5 24 IV Uuaffu 19 IE 478.5 O lu 0.1450 IN IE 460.0 0__ lE 46 0cf _J , C x� < -r - a'AMOVT�J F -1, IETAIL, y N.E. 2X9, T --m-7 N893838W C/) 266LF 8" < 6- b4 IE 474.01-, Y A 466 1 KEY MAP 1 As" 0`1 A 1 500' F F LT 11.q' Q 0.050 q 1\1 -- I " 1. 4��- 6\6 0 22 0.1 "Ho 455.0 STA 4IL84 LT. 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Mo E In a21 ..S s 1* 41 9 RRT. 6 E 110 00 LL U L L L F 02 SCALE: 1 40' , IL- - -- — — — 0 20 40 80 105 6 32LF 90-1150 �24 106 1, 21C 4180, 2 7 103 o xx &F 6 T 10. 0 E� SfA 1-37 BENCH MARK E 414. 0 0. yg�' BENCH MARKS PER C!TY OF RENTON T 7- SURVEY ON NAVD 1988 DATUM 10 0 0,2760 > 211 00.1500//// PT#1852 3" BRASS SURFACE 108, i4,0 DISC. IN THE INT. NE 4TH ST. (S.E. 128TH ST.) & 148TH AVE S.E. N 001025 EL. 454.77 OR (138.614 METERS) 9 K 6' 109 214 PT 2103 = BROKEN BRASS SURFACE DISC. IN THE INT. S.E. 128TH ST. & @0 V VF 415 156TH AVE S.E. ,3 EL 547.94 OR (167.013 METERS) J4F i 10�0.09091 % @0.1,780 IF 41-T. 9 IF 41tOl/ STA-W*04 LT 215 115 0 I 24�F 6 VI SURFACE CLIANOUT .. ..... AE7ZAND M177GA71alt AREA ff'SAN SW F-W'T 114 2F 7&RA A=WES PLANS If 91FlAk 1WECT �---?&Tav\ '5 C3 05if TO aTr 0, W 216 < 8-1,140585 w 2'LT, 8" 0 F619CE 0 MAIN CtLANOUT . ll m F DETAIL WEFT Al� 05. JI 47 7 STA. 9*00. RE P.50 jiO4Z 7, 0' ESM"T" --o CIOF TY STA > RENTII, 218 00 0 .0 z ;i 2F I— F j z z TRACT I — x Zr F, 14�� L'i UJ 0 (n X Ago PA j 00 T4ACT G > - -- -- - PEN SP/ACE 4205 148th Ave. N.E. Suite 200 117 Bellevue, Washington 98007 IL a- om 'CON 425.885,7877 Fax 425,885.7963 9 9. O'� LLj Ld En V) DESIGN V ROLL # 168 1 ENGINEERING • PLANNING SURVEYING 418 SCANNED OCT 4 2000 9416BC504 1i � � C I � Y a l _ T W 1 w a F y W vi oz� s ooa s3� a S � s x i b a 7f 94 j ! 95 �rA1 9q cr. �1 i i 20 WW7-0 Q - _ q41 IMF t. s! n �5D J � ! 7s UmrTl< I j lE 97 i I 1 _- �� 20'Un 9uv - ,....� �' ( - - - ANV�cxswr! SSH 30 / vn \ A0ESS VT TO \�'- -'��/ 701 175 2Q0 I _ � � I e 1 J - - V'z ! 30LF 6') - �5trr € � �Q02 (:mNJ L£ 44,E 44,! ! 1 Lg 447.5. I - i 97, h , , , i , 206 1--I W ,� �-.. .__._... ° 9, 0:* , _ / �� mot\\ ! Y t ! /E.O 194 I - - -- - -J � � ! 144LF S'� i 25L UM17Y ANO T s2LF 6' ` A al385 ! - mE ! 9 I� i 25 "1JnL/TYANO �� �� 00.0550\ / I '[, s L0 ! 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M. % 1 I \ \' \, 11 5 \N O FTEI 0 o SURFACE LEANOUT O 11 /\ gg SEE DETAIL, SWEET _ I ;I / __% , w WETLAND M 177GA00N AREA 8"1E440585 I I I I y STA NdB RT.- 12.0 =�"I i ; 114 \\ \� / x / r t\ F TD7RA ASSOQA7fS PLANS-\- 1 6 / u i > 145LF 8' ® 0. 0050 �i ,.," ' �\ _ .� /,� MAIN LYEAN OUT. 15''.SAN SI{N ESI/' ^ \ r, x ST 11+aJ LT. B ` I / 2 .SEE DETAIL .SHEET / w Z C5.31 I TO airr 7F REN I W ., \ � \ \ -' / 217--, ! i- - ' -- - =J m�� 1 ,/ 20' UTIL `\ m Qj i o 29 00 0— �. r , - - - -- - - -, ., z Bs4+'1 % "w,.. �' `_ Es4'T TO C /TY' / / ,s , OF RENZ%ON .. 013 .. / 1 218 / so rl LLJ 11 Z 461'1 I , r ; S n W / v RAC- '. TR A lJ t, � w a �P, PEN SPACE 1 2 5 A T90 11 , ; s 3 E� �f KEY MAP 1° = 500• K. ' 341E s /� / —Z 418 1 6 : 416 v�V � 11 `4 A o ®0.2470 i IE 4070 Z w E, a Y`o I , l x ,.,.. / \ \ "\ a \ \ \� / � r � \ /f 907. 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Bellevue, Washington 98007 as � 425.885.7877 Fax 425.885.7963 a ��� ° ,. , . �.� `DESIGN PENGINEERING • PLANNING SURVEYING N o WV1iP• ?% -� c Z 9416BC506 , SCANNED OCT 4 2000 ......... . .. ROLL # 168 "o cD 00 c NW 1/4, NW 1/4, SEC. 14, TWP. 23 N., RGE. 5 E., W. M. / I N�, A AND 21,5 70 -6, 184 0 ia� 0 ar 6,?, r213 J70 #E?ZMD MINGA 770V AREA / - 4� 4250 55WA 7E L SEE TERRA AS S PLANS 25' 1A1ffZ17Y AAV1 14L 'v 2160 0.2700 - ----- - 424 5 5-1--186 Y11 4 186 4 < "J86 55Y 6 V Al 0- 183 IE LT 41F6 "00.1630 w 218 X 4 182, LLJ 9W24-0 LT'Jp; MP), JIU 0 0 0. 1025 Lo /f 4250 33& 6 TRACT 1 42.9,0 PARK_ A /I p, 2, AC= Egii? cols 9--182 S791. 1429 LT 44rr�, 70 -T6-CT/., cn L .0 3P IN SPACE -TOLF. 79 7 -MM-085 F'127420.7J i LLI I zl�\ j .@-amoo 416 A 2 Lj FT, 4 01 7 7 < 14 V- >-4 1-78 8 If 412 WIF-6- 4 IE I -12*ag RT Z 1 0*12201 ... .. ......... . . -1 '41 E -6, 1E SF4 P'TVJ. 7AM -8" SAN. IF 4077 7,grl IE 0 142.36 5 . 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Suite 200 Bellevue, Washington 98007 CORE 425.885.7877 Fax 425.885.7963 ENGINEERING - PLANNING - SURVEYING 117 SCANNED OCT 41000 9416BC51 Uj 45iF ffl JIL F 00 5 0 a455 0A.-CY20 1E 40a 0 E -' 1- 1 E 407 0 If 402. 0`\ 1 �,F'402.0 130 1 131 1 32 ' 6 4 E A 133 - 3 4 0 0. 150 1 T41 1r QM14 d 14 2) Q02 (A(W) I B-1 L— — — — -- . . .. .......... .... .... . cvl N ES!/7 To LOTS 142 AND SI-11Y, W AND UX/ LSM7 SSW 6C z 40B" 0 D 404 04 77 4?W 404 1277-42-- -- .. ... - . ..... ENSANG 12 WAERMNw .- TO BE REMOWD. wwp-0?-A?*10;p z - ------------- ROLL # 168 7 0 KEY MAP 1" 500' AER SEE DI Mk- 7 2 SCALE: 1 40' 0 20 40 80 T 70' BENCH MARK BENCH MARKS PER CITY OF RENTON SURVEY ON NAVD 1988 DATUM PT#1852 = 3- BRASS SURFACE DISC. IN THE INT. NE 4TH ST. (S.E. 128TH ST.) & 148TH AVE S.E. EL. 454.77 OR (138.614 METERS) PT#2103 = BROKEN BRASS SURFACE DISC. IN THE INT. S.E. 128TH ST. & 156TH AVE S.E. EL. 547.94 OR (167.013 METERS) RWOWAEMED FOR APPROVAL 3--m-20707 a DATE- BY-- ,Z 7- 7118 Jfo . . . ........ . .... 4205 148th Ave. N.E. Suite 200 Bellevue, Washington 98007 CORE 425.885.7877 Fax 425.885.7963 ENGINEERING - PLANNING - SURVEYING 117 SCANNED OCT 41000 9416BC51 3 4 0 0. 150 1 T41 1r 14 2) Q02 (A(W) I B-1 L— — — — -- 4a4 1166 N ES!/7 To LOTS 142 AND W AND UX/ LSM7 SSW 6C TO aff G- 70V T1�04, 75 LT STA. I - ------------- ROLL # 168 7 0 KEY MAP 1" 500' AER SEE DI Mk- 7 2 SCALE: 1 40' 0 20 40 80 T 70' BENCH MARK BENCH MARKS PER CITY OF RENTON SURVEY ON NAVD 1988 DATUM PT#1852 = 3- BRASS SURFACE DISC. IN THE INT. NE 4TH ST. (S.E. 128TH ST.) & 148TH AVE S.E. EL. 454.77 OR (138.614 METERS) PT#2103 = BROKEN BRASS SURFACE DISC. IN THE INT. S.E. 128TH ST. & 156TH AVE S.E. EL. 547.94 OR (167.013 METERS) RWOWAEMED FOR APPROVAL 3--m-20707 a DATE- BY-- ,Z 7- 7118 Jfo . . . ........ . .... 4205 148th Ave. N.E. 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IJ50, IE 455.0 F 6" 0 14OLF 6- E < 100,1720 IIII JOLF 6- < STA. 9*J0, 4'RT',�� aq. 110 E i IE'453 4 401 010. 070 - aw 1E 4 61� E- 0 0 M' E TA. 22-hJ7 L7,J.5' 4---:2' E 2 '(7YP) TRACT A F 6" Is 446 7 , -E - -- - - - 1E 456.5 10,/, OPEN SPACE 68 SSW 38,1 SCALE: • STA. 204-77 LT 4.5 CONS77?UC77ON CENTERLINE 0 STA. &�!L 5 STA. IN89 LT 4.4 J.3L 1, 8' F 1" J5LF 6 90.1400 0-- 00.100 J 448- 1E 446.8 IE 4.38. 0 BENCH MAR 4 -6 60 BENCH MARKS PER CITY OF RENTON f 100 SURVEY ON NAVD 1988 DATUM 4J5.9,, DISC. IN THE INT. NE 4TH ST. (S.E. PT#1852 = 3" BRASS SURFACE 454F 6" y 17 90'120 4T4 1E 445.8 128TH ST.) & 148TH AVE S.E. 432 EL. 454.77 OR (138.614 METERS) ?,116 IT 56 -46LF,6" 70 430 90. 05&� PT#2103 = BROKEN BRASS SURFACE I E2 125 -42L 6" 1E 442.5 DISC. IN THE INT. S.E. 128TH ST. & r V, 00. 5 156TH: AVE S.E. 71 % EL. 547�94 OR (167013 METERS) C3 >j 34LF 6-\ 1E, 6.9 " -7 40LF 6 712 90.1050 16 00.085 IE 43J. 0 4_ IE 4J5.51 I 0 sv �j I . ....... ..... ... ...... 197.00 2 N89*41 16 W 73 Ax. 0 2013. 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Suite 200 00 go, 1jlO Bellevue, Washington 98007 77 89 JXF 6" &V 0. 1730 00.21251 425.883,7877 Fax 425.885,7963 Li W Com Y (t 423. 0 ZE 4 U) (f) 85 / , ' ; DESIGN 7 46 S11-m# 6i I L ENGINEERING PLANNING SURVEYING srf 64-941,lVT 32' -0 J, 4*LT, 8 137 S,T4,: 81 Aa I T 4.8' MAIN CLEAN OUT o SEE DETAIL --HE-,E- ASBUILT C5.il 78 9d �Y c 94168C502 SCANNED FEB 15 2002 SCANNED OCT 4 2000 20 0 1E 4 VN in-0 1,,74 R' 0S 2 NW 1/4, NW 1/4, SEC. 14, TWP. 23 N., RGE. 5 E., W.M. ° -. -. - m o q'I ® 0.040 ' lE 462.0 I, -(' RR , t` L - - - J lk�� "75------ -�-��J ,, •,.,,. '. � I ( 441E 6" 0.21&0 ! LT- - -�� lE4sa.o -., 7•�i4 M�88 °16'06 „W 297.56 - -- ^ lE 459.3 - ! o9 W z 2 i1 i26 UDUTYANO .- - - -- -, _ 2 32LF 6" (I ACCESS ` `,, LOTS 51 -53` , -aa` 'r �� N i I ®o:o2sso I� I 7 I I' � I a= � I I I I k t •`__ -...., �__ L /E 457 9 I - - -- 4 S0 i 52 53 I\ W CA W ®0.02501 464 -.. 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LT. 5.4 t k % I'® 0.160 a r \\ ( 3 0 \ 0.100 1 g 35LF 6" £ 4 ` S /E 457.0 v ®0.1400 /E 44x.8 28LFs" 1 4LF s" �,� BENCH MARK \\ ' \\E' 438.0 - l' ®0.065 '/ �� 0.1380 BENCH MARKS PER CITY OF RENTON x \ / Q/E 461.0 f r£ S NAVD 1988 DATUM PT 1852 = 3 BRASS SURFACE f}2 SURVEY ON II ZO DISC IN THE'INT NE 4TH ST (S.E. 45Lr 6' o \020 \\ /, / / / / 128TH ST.) & 148TH AVE S.E. lE 445 8 \ / .454.77 R (138.614 METERS) EL 0 TO \\, STA72f41, LT 6B PT #2103 = BROKEN BRASS SURFACE I 59 / DISC. IN THE INT. S.E. 128TH ST. & 69 r 1, \1 %�. \\ \\ / ^� \}� �46LF6 / 156TH'IAVE S.E. J I // \ / ®01634 EL. 547.94 OR (167.013 METERS) W N F a \ I i2 / \ /' /E 4579+ / / \ 0 o w \ 1 I� \ ;- I , \ ®40,.136 ,. 450.0 may_ _ a _ \ ®O.,Q675 0 I ; a 4475 / /E 4 y''> I w m� TRACT 0 : 0 o 74 i OPEN SPACE ` , 'TRACT B OPEN 'SPACE srA a +as LT 70 J STA. 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I.-J5 BENCHMARK 14. 07 90.2760 61 BENCH MARKS PER CITY OF RENTON SURVEY ON NAVD 1988 DATUM 44 NW� 82. 211 0 4- u. 0 _IX PT#1852 = Y BRASS SURFACE 11 08' 41'47 DISC. IN THE INT. NE 4TH ST. (S.E. 128TH ST.) & 148TH AVE S.E. Will 0. fQ25 96 EL. 454.77 ROKEN (138.614 METERS) /f 412. A N 109 N 14 PT#2103 = 13BRRFACE v 0 r DISC. IN THE NT. S.E. 128TH ST. & i. \IF 415 C3 x 156TH AVE S.E. J4LF 6' EL. 547.94 OR (167.013 METERS) 00.1380/ A . 41,1001 T Sr. yr -own r Z �v, 115 215 CD 0 11 10 24LF 6 -v 6 4E)ZAND MlflGA)70N AREA -00 o SURFACE CLEANOUT- 715114 \N \ - < SEE DETAIL SHEET 4-- SAN. SHR. EW7- ffRRA; ASSOCIA)ES PLANS 4. To aTr AENTOV A, _V1 216 L 2' LT., 8• 0 FORCE W Ld m 37A. If-fOl: L T 4a, SEE DETAIL _wllfT 7' 7 4o MAIN ClEANOU 0' 1. - I �Wll 47 • C5. 31 6,5A. 3*00, ',?T 2,50' 2 -1E 29.00' _0 ESM(r� CITY L 1, T. 64F 6, REN TON 218 o 112 O'D, , "E 410 0 6 z Z z 'v c , I TRACT I W Uj 0 w IF 400 > PARK TRACT G OPEN SPACE N k 148th Ave, N.E. 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EL. 454.77 OR (138.614 METERS) PT #2103 = BROKEN BRASS SURFACE DISC. IN THE INT. S.E. 128TH ST. & 156111 AVE §,E. r, EL 547 9'4' ORa (167:013 METERS) Y � SEE 1ERRAi ASSOC/AlES PLANS / 25 UIIV 430.0 \ \ \ �' \ 1E9 Xf Gt" „ a TY AND / .. ! / 351E 6 ACCESS ESM'T ! / (M /t�J - °o 21i 141E 6 v ; } g ! V TO L07S 213 -! /' \ \ %E `431.0 ®0.2700 / ! J / \ \ 1B - \ \\" L11 ry a uH.e �\ �- 186 RlM42" %911c0045A26 23 1744:27 2,9,, 0 . 00.02._ (MIN)\,. \ \ \ 25, U77LITYAND 1E 411:8 0.66 \ ESN'T TO L�'Y X , J!� v StFS- � � T r / 1 \, 0 0.4550 /STA 2 +79 LT. 7 7 \ \ � w I /4iLF 6 / \ \ \ La T > 1, lE 423.0 / / / \ / (v .. \ 1, f � f... 4 ®0.1630 / / -, \ / / 218 r \ E 42so - , `\ fl z z STA. Yd 4�535LET 6%! l w 7 O�.S ~ k y �%" / E 425. 05' 1 . ate\. 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' r `" \ 2 T \ �% 2Q no / o\ - - - - - - a9'4t t6'w r ESM'T TO_ CITY 4 0 ' r OF RENjON STA. f0131,'LT. 6.3 \�� \ % �\ \ // / 216 a - - W i W i 112 / \gY ry K OPEN SPAC_ S: 5MH 12 1 1 7 \ \ l STA. 0*09,, RT. 9.0 4a" J i t ja� / 0 0.3300 I 1 \P �\ /E 4090 ter/ _ _ r v KEY MAP a 1" = 500' J4Lt \ ' / ✓/ f � i � \ � \ \ 8 02765, / ��� °a °° \ 35LF6 °\ / o s R . aP6 t `*\ ®0.2470., Az W r F li a a /E 407.0 / i' \ \ N �! w y i \ \ \:: i 444 W �v i '.� \ \ \ I: \. \ / % __£ "�¢,. ../ \ X0.2100 \ \ �fc.'' : ..,.'- _""°'� - -~ € , Now 3 H ¢ > \ \ v / \, /E 407. \ \ \, / \ V o \ N F > Z 20 U77UTY AND ACCESS ' \ \ \ \\ \ \ .1B2CF 6 1 /LF 6" BSI i� i i 43LF 6 "\ a © - LS'MT/U'COTS I2v \.. i® .•0830- '.r °r -' /E 406:1 / / ®.(1.1650.., /... ..lc�\\ ..2 .__. \. \ p0 \ 1£406.0 \ sgl� ._..... / U rn o 122'AND STORM ORA/N' \ \ \ \ 405 4 \\ _. _ .. ._.. _.... aE AND ACCESS ZVT TO \ \ 1 1 �€ / ^ \\ s r - o \ / 3BLF 6' C/TY OF RENTON \ 6 / / \ \ / \ to =f 9 , , E 8 0.0'\47 °5v L`\\ \ 112LF:o� ! �i' z � o / / � \ \ / 1 / .8,:0.1735, �� ��4� '�,FiB• s...,�_:... _ i 2O' STORM DRAIN 3 &F 6" �I /E' 407.0 p w a �'? / / iP51f8, aaoo'ts "w ESMT 70 CITY OF 8 0.13101 t I f ° c5 RENTON v / / lE 40,1.0 1 Ci' 37LF 6 fr ) '\ , U. PM �: ' . SCALE: 1 40 a 1 i \ \ \ // // /E 4060 �;, _ 41 _ 0 20 40 8 10 / \\ \ - - 3 \STA: 2 +53, RT. B."0' \ \ 8 41L I 0.1750 / \ / 167 3&r6` - ` _ \ \ ' \ ®U. 8 0.1115 ZBLF 6 2 &F 6" r _ 1 \ / ' \ ,, \ 5.5 /E 405.0 3 0 �� iJ /' ' \\ tr /E 4045 / \, C STA. 6469, LT. 2,0 ` 5 0010701 405.01 18 40� I ` IF =- 1 8 r / t t s. \ i G $. 41LF 6" \ �7 I( 7 k \ \tit ` r \ . , p < 30LF 6 ". \ < 8 0.IJ9 16 1.71, 1 % ... BENCH MARK \ > \ \ / \ VE 400 i BENCH MARKS PER CITY OF RENTON lE 40> 0 / ' , 3fLF 6� \ 7.0' sl SURVEY ON NAVD 1988 DATUM 'i 8400.5 \ \' a ca\\ \ ! // \\ - J L - - -- - -J L -'4443 LT � - -- - I \ \ / L sTA. J t <' 1 � � 2'`a. PT #1852 = 3" BRASS SURFACE `1 i \ '�, / cZ ° _ DISC. IN THE INT. NE 4TH ST. (S.E. 7..61: 128TH ST.) & 148TH AVE S.E. . ` I r' \- / \1n \ 'a+ A \\ /' / -v EL. 454.77 OR (138.614 METERS) A \,39LF6° j - / 31LF'b\ \ \.. x'0.1555 / / ,,._ ! ( l F ` -,- f 1 6 8 0.093 \ 23 , " 110014 0LF 6 "160 r PT C2 IN = BROKEN BRASS SURFACE ' / 05 y I 115 TH AVE S.E.T. S.E. 128TH ST. & r ,t fi" \ \ S /£.402.0, 1 5 . W y F ' - jt E 7 94 OR 7 013 METE 1 8.0.0�97�\ y9ps.00 I 41LF6 42LF 6 I; of o I L 54 16 RS <.r lE'400.0' , \ ,ISZS s2' .^ 09251 .I 9, 0.0995 I 43LF 6 :1 43LF 6 43LF 6" I / / ` v i \ ` \. a' 0.0785 8 ..1000' 8 0.0985 / / �s / B, ob 1E:�020 lE 4025 Jj / / \ r / SEE L /FT STA710N PLAN, \\ 17 - - -- /E 403.0. �.> / 0 +19 „`.,\.: -,= - _,cl <L - - - _ J 4� c I °, I / j SHEET C5.32. TRACT C "'j" �� „ J ° /E 404.0 , I /E 405.0 •]: .Vv € .:\, i.�!`4 S..e I (1 i. - - -._ �� -- � \ -' `° �_"°,...." STORM DRAINAGE � STa, �2, ,: '. €=. � 'a €: :: ....__ --_.. n ,o ,a \� �.; :\ /, 0 Ci w w a m "I b,, ` ! I'_.._ _ p ° ``a> - \ , . v , ,,..® 0.1090 G•::' =:. _ I.: _._. -:.... r .a._�]"+✓ 'a. 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ACCESS EWT TO 14LF 5 TRACT- J < SM. 1*79, LT 4.4� c/0 PI; 179-183 —0 0. 12w 71 46 OPEN SPACE JOLF 90. soo IE 4 JO KEY MAP 1" 500, RIM-09-5- 427. 11742964-42 1 60 42108 6 Ld o axoo -416 % F 4� t I I w C) 1 4 E < E- 9 -J- 177 1 78 148' & W as 9� \ #�� �`"� _- 45[FG� 'I' I45/F6" IMF - E- 10 00.1,355 0010 861F 6' STA'12i,86 RT. 70 O'�9.1220 PR �,'Yf .5 L0 E —41,81 i CO 8A 0. 1� 8" SAN SEWER 'c m E 4070 CLEAN0Urj,,SEE DETAIL, • SHEET C5.J1 166 N88'00'19"W A 3. 6" /,F -f m 52 SCALE: 1 40' 415.01 @0.1485 W. �,F_406'0' 0 20 40 80 A 167 JAF dF-- — — — — — - -- - 11,15 281F 6' - — — — — — — - E� ;,o i2w a- 1" — — — — — --- ®01035 i -2 0,1_1 405.5 '1 E405.0 1 1 0" T�j 109.0 IE 410, 0 _s� 149 SM. 16*24 BENCH MARK 170 Z1' I 7P 6 '147 -t 69, 7. 1 "' 405*0 '00�1 @ 0� 1000 51A 6 16A 169 , i i 74 1 k, 4X-F 29LF 6- BENCH MARKS PER CITY OF RENTON 0 0. 0285, ® 0. 1490,,�' I RYA 5f6$ SURVEY ON NAVD 1988 DATUM L L /f," 120 "'r,", LT 45 _j -BRASS SURFACE L — — — -J L -J L PT#1852 = 3 F DISC. IN THE INT. NE 4TH ST. (S.E. 128TH ST.) & 148TH AVE S.E. 146 ca I EL. 454.77 OR (138.614 METERS) 2XF 6' 7 F- IF U. 70OU -- — — — — If 4 PT #2103 = BROKEN BRASS SURFACE ___1 /F- - - - - F_ - - - -1 . — q. q__ ­ DISC. IN THE INT. S.E. 128TH ST. & 160 156TH AVE S.E. c3 >; 15 6,j.-,rg4v S4496712 4 25 157 EL. 547.94 OR (167.013 METERS) 'i 158 156' A 4F 6- 15 154 153 4100 4jV6 tr 0 1 1 4 "o 0.11 5, t17 4 6 9'0� 0925 1 0,0.0785 6 1 #JU It 14,U 6 �YT f_402.5 0 IIE,,P70 J: 77 EL L L Li Ld 4- m cc JILf- 6" Agg 2 6­1 1 STA. IN72 7;,LT 2XF 6',, :1 I ® 0.0,�55 ;W 0. OP5 U.01011 J'@ '61" 20 9M- E 40i.0'1' u"ov �o If-,402, 0 `,I'v u 0 0.1500 T • E o /f 401. 0 1 W 130 131 1,32 .4 0!J,4.-,_'­___ 153 134" I JP 139.- ....!. -1 40 T41 143 �j 6njjLj .4 1 11 _+11-1 1142 6' z SLA. Lffz, R4-_"T_ 10 (MIN.) I 1 i cli 41 4� LL L - - - - 0 L_­ . . . .... .. 15 Z z z 410 0 Ld 0. V) T, 1277.42, 00 of 7ERMAIN C5 U L073 k2 AND S—E —13 To'BER940OW9. ESM'T 70 EXIS17NG 12' WA UXITY AND ACCESS -- -S. E. 6TR 4205 148th Ave. N.E. Suite 200 p:, I S' Bellevue, Washington 98007 w Uj 14-T AND "77 Lsmr 'Con oF %E�NT6,,, SW 6C 0- 70 aTY --- STA. 13*04, 25 LT 425.885.7877 Fax 425.88,5.7963 Uj UJ DESIGN Lo ENGINEERING • PLANNING SURVEYING SCANNED FM 15 2002 ASBUI!LT SCANNED OCT 4 94168C507 L �I FR L 1714 'n NW 1/4, NW 1/4, SEC. 14, TWP. 23 N., RGE. 5 E., W.M. co 203 ... ...... ........ . . . . . . . . . . . . . . . . . . ....... ...... .......... ....... ......... ......... ........... ....... ............. .................. ...... ......... .......... ........ ......... ......... ww W Ld .......... 2: .......... ...... ... .... Um ..... Ir i. ............... ........... ......... w tMg .... ........ ...... ....... i AND ST. ...... .. ........ ......... ....... ......... 4205 148th Ave. N.E. Suite 200 r Bellevue, Wwhirzgfo� 98007 Y (L (L cc w W inv) -S . ................ .............. ..... . .... 77: ............ q ....... . .... ......... i ..... ...... ...... 7. ............... ........................................ .............. .............. ....... ......... ............. 1� .... ...... .... ....... ................ .............................. . ........... ............ ...................... ................................... ................................. ...................... .............. ..................................... ......... ........ ......... ......... -ED 0 6. )FIL E ....... . ..... . ......... ....................... ...................................... .................. .................. ....................... ... 425,865.7877 Fax 425.885,7963 ......... ......... ......... ......... DESIGN LLJ ............ ......... .... .. .......... ...... HORIZ. ......... ... EERING - PLANNING - SURVEYING ENGIN W .......... ASBUILT o -led. 1 2 4 5 16 10 SCANNED FEB 15 20011 F) - An• A 2ffin 9416SC522 aM 3END (;2xF) W 0 G CROSS LLJ a D --t / C!) CAT VY(F, A�,)(TY,2�) Q Z — i V0- -N:TtD TO CONCRETE LID AND VA &'L T 30TTOM .AS APPROVED _ ^"Y CITY AND OSHA STANDARDS < NSTALL R3SR6RA is - _ ON TOP 57P a6 CONC,R£?E VAL Vf :q(/'7 oD AV7'.'VAUL'N'0. Bi0 -LA a 0,' APPmOir? fQUA! fir` ah 40 ! zi 20 Z o1 8 0 U > a if I` Z: z C) C) °I tI z� Z Z O JN r X ccc Q� do a 2� woo � 0 W W W S 7 cc cIC e z *w#0 NW 1/4, NW 1/4, SEC. 14, TWP. 23 N., RGE. 5 E., W.M. SUMP PUMP 8" OVERFLOW TO 10'0 EMERGENCY 6' DISCHARGE PIPING, GUIDE RAILS, LIFT SEf N07E 29 STORAGE WELL o a 0 I CHAIN, ETC. FOR fUTURE PUMP. i 8" IN fROM 10'0 EMERGENCY STORAGE WELL 8' IN FROM ' � O FUTURE fZYGT SU8MER -7&f PUMP AND Nf7WfCC 0 O I I 15•'47 TL, OF ,69 P.Mf�r A.R. EL. 37$89 EL. 367.68 R. 364.78 a PIPING TO BE 1/ISTAIL0 WHEN NECESSARY CONCRETE AS DICTATED BY CITY FZANG£ CDUPLINC PUMP BASE, 4. 1 ADAPTER (TIP.) \ 210 PVC 5CH SLOPE - b� PROPOSED CRAZE LANDING PLATFORM 200 1 4 80 VA UL T DRAIN - - PSF MIN. LOAD CAPACITY Wl7H HINGED _ p , HATCH IN CENTER FOR CLEAN /NC OPERATIONS. CGiNTRACTGI4 TO 57/BM /T DESIGN TO CITY FOR APPROVAL PRIOR TO BEGINNING CON57RUCII5N y O �I UN/HO/ST REMWNG SLEEVE INSTALL 6" BL /ND FLANGE ON DISCHARGE PIPE FOR FU77JRE 3RD PUMP Q 0 INSTALL 2 FL YGT SUBMERSIBLE O �d PUMPS (SEE NOTE 3) c'_ - _ -- _ - LONG- - -- _J 8" OUT TO UNIHOIST RECLIVNG PATTERN WETW£LL SLEEVE SCEEt -fS (IYP) -� Il =8 "x 11 kB "x 12" 8' GATE VALVE / 5" COUNTERWEIGHT SWING CHECK VALVE (FLxfi) (TYP) CONC. TOP SLAB SEE DETAIL, SHEET 6v 6" DOUBLE ALUM /NUM [534 D /AMOND PLATE ACCESS DOOR, _ 15 "LN fROM SSMH 34V, H -20 LOADING RA7ED 81L CO TYPE 73 A,B 3711,07 R.B. ToP ELEV. =39s:eer ✓D OR APPROVED EQUAL, (TYP) Top E1. Ev.. = 0111 e STAINLESS STEEL UPPER CLIVE HIGH AND LOW LENTS PIPE HANGER BAR RAIL BRACKETS ATTACH TO SEE DETAILS SHEET (AS RED DJ 1/2 "0 CONC TOP SLAB PER C5.34 (TYR) 2-0 PVC SCH 80 STAINLESS MANUFAC7URE SPECIRCA77ONS VAULT DRAIN STEEL EYE B" GATE VALVE IFF -roe of PIPE TO CONTROL BOL T. 900 BEND (FL) PUMPS RISER EL. 384.83 H.B. PA NEL P To OF PIP EL 389.83E I & 2 ONLY — i1H1�I — 12" PIPE SUPPORT INSTALL 6" BLIND CORROSION RESISTANT LADDER ± (TIP 3) FLANGE ON MOUNTED TO CONCRETE LID FIBER GRA7F 015CHARGE PIPE AND GRAANG AS APPROVED FOR PUMP ,NO 3 BY CITY AND OSHA S7DS 2.0% .... -. _ EXTEND STEM _ - - - -- - 1}5 N E C E S5 ALLY 1B"x 78 x 18` � SUMP PIT 210 PVC SCH 80 VAUL T DRA11V POt YPROPYCENE SAFETY STEP, ASSOC SAND & CRAVE CO INC / / VA L V` VA O/ ° OR APPROVED EQUAL (TYP) INSTALL STAINLESS STEEL CHAIN 1 ° 2' 07H CLEWS FITTINGS AT BfRGRA7E ON 801E ENDS 2-o 55 GUIDE RAILS (TIP) ° TOP OF GRAZING BOTTOM OF VAL V£ VAULT EL 384.89 382.10 SUMP PIPING, EL. 38300 0 12" 8' OVERFLOW 6 D L DISCHARGE PIPE (FL) — FROM WETEELL 9 INSTAL[ FOR PUMPS 1 & 2 DAL Y AT THIS TIME ° IE 49'r 02 OL o a 9" OVERFLOW TO WET WELL, IE. 389-:6- 381.12 65, ,TRANSDUCER LE�E' CONTROL 5 ✓STEM n;GH LEVEL ALARM El '370 5 BACKUP FLOAT SWTCHLS - CORD FOR HIGH LEVEL AND ZOW LEVEL ALARMS 90' DI DISCHARGE ELBOW _OW LEVEL ALARM EL 165 75 11 A&A IFT STA T1 ON WET WELL L 120'0 CONC MANHO RUBBER GASKET ✓0/ ASSOCIATED SAND A INC OR APPROVED 1 (GROUT JOINTS INSIG OUT)(TYP) /conic EL 3iB 00 3b9.07 PUMP 1V02 ON" EL 370 00 PUMP NO 0N" EL 369 00 8" OUT (TO L. WET WELL) 370.2 "< ,E EL 3721;5 WET WELL BOTTOM EL 366 00 WET WELL BOTTOM E. 36569 3 65.16 CAST 3610 ACCESS INTO TOP SLAB, INSTALL STD LOCKING FRAME AND LID EMERGENC Y Si ORACE WEI_� —2. ?867/7 l OV ED [ {i t I APP:�O \ED ' SY1/tiflk'��ATE GPR T Jp 4 C' ERF'0 •��2 F 'cam. 1— 4 -26 -C1 i'Z- <f - -coo .0 /^�\ 4205748th Ave. Suite 200 j Bellevue, th Ave. N.E. N.E 98007 '�I/ 425.885.7677 Fu 425.8857963 � DESIG N ENGINEERING • PLANNING • SURVEYING ASBU I LT -R-71% �tO, 1 �,.��� SC/WNEOSEP 947680533 132001 a # o a 0 ' � O 0 I I 15•'47 TL, OF ,69 P.Mf�r A.R. EL. 37$89 EL. 367.68 R. 364.78 a CONCRETE CHANNELING TO PUMP BASE, 4. 1 SLOPE b� 1 4 11 A&A IFT STA T1 ON WET WELL L 120'0 CONC MANHO RUBBER GASKET ✓0/ ASSOCIATED SAND A INC OR APPROVED 1 (GROUT JOINTS INSIG OUT)(TYP) /conic EL 3iB 00 3b9.07 PUMP 1V02 ON" EL 370 00 PUMP NO 0N" EL 369 00 8" OUT (TO L. WET WELL) 370.2 "< ,E EL 3721;5 WET WELL BOTTOM EL 366 00 WET WELL BOTTOM E. 36569 3 65.16 CAST 3610 ACCESS INTO TOP SLAB, INSTALL STD LOCKING FRAME AND LID EMERGENC Y Si ORACE WEI_� —2. ?867/7 l OV ED [ {i t I APP:�O \ED ' SY1/tiflk'��ATE GPR T Jp 4 C' ERF'0 •��2 F 'cam. 1— 4 -26 -C1 i'Z- <f - -coo .0 /^�\ 4205748th Ave. Suite 200 j Bellevue, th Ave. N.E. N.E 98007 '�I/ 425.885.7677 Fu 425.8857963 � DESIG N ENGINEERING • PLANNING • SURVEYING ASBU I LT -R-71% �tO, 1 �,.��� SC/WNEOSEP 947680533 132001 a # ti ' r! N likk m- Ln J F— W C:) O Q / F— J CY W cif z Q LT) m o w Z s c r-r J m 2� T z u 0 0 a V L) w O 0 O Q p o° NI �J �I - -11L I0 i0 o zz z a: z ww w o 0 _ z o 00 0 �3 w A c w w p as a 2 o p C � www�� N 5; N W -> s� k ( �J e" SWT Re, rS EL80W 4' S5 PIPE BEEHIVE STAINER . ' x 70' .x 7," PLATE 1 • CRUSHED ROCK 77 ° 24' , 24' x 5' i:ONC SLAB 2x2 -WV0 x E6. u" WELDED IS9R£ FABRIC, (4) EMBEDDED SS HIL T/ KWIK -80L 7S, PLACf AT CENER EMBEDDED 4' MIN 01 _RAS BLOCK OUT CONCRETE WITH 4" DIA. HOLE 3' SCH BO PVC 3' VENT 3181. 6' NELSON STUDS NOT TO SCALE SEE 3" VENT DETAIL, TH'S SHEET / � ACL£SS HATOY CONCRETE PAD } 1 3925' (3) f6 CONBNUO'JS NA77VE MATERIAL �1 3" SCH BO PVC V `- NON - SHRINK -ROUT, TYP HIGH VENT AND VA UL T VENT NOT TO SCALE SEE 3° VENT DETALL, THIS SHEET PROPOSED SIDEWAIK 1 NATIVE MATERIAL NOT TO '7/.'Al r wwp . s' -sbi67 NON- SHRINK GROUT TYP (2) ;12" SS NIL R KWiK -B0( r'S irP 3" SCH 90 PVC I'MSIRUT P2558 S, 'RAP ';F JN/STRU' P -1000 SS C1-AN1VFF, 5" MIN [ENCT '✓u NW 1/4, NW 1/4, SEC. 14, TWP. 23 N., RGE. 5 E., W.M. MMFC RBRE80LT 112" 0 II - 13 UNC FIBERGLASS II 57UD5 TYPICAL OF II BEAMIBEAM II CONNEC77ONS / 5 516 "0 SS DRILL AND EPDXY ANCHOR _ SYSTEM EQUAL TO HIL 77 HIT C100" WITH SS NUT AND WASHER, 6" EMBEDMENT TYPICAL OF ALL BEAM / - WALL CONNECTIONS EXTREN 625 L 3 x 3 x 114' (TYP.) CLEANING PAD NOT TO SCALE 1 " DIA. HOLE DRILLED IN, PUSH RUNG THRU AND W 3 18" x 3" SS FLAT BAR (TYP.) 11 11 1 1 .I -I�1. 1 1 11 11 II II I I oLJ.JeI I I II II I I II I I I��I I I II I I STAINLESS STEEL LADDER II IeI� ICI III RUNGS TO BOTTOM OF III III WEThELL. SEE DETAIL ON °�Tl °I II THIS SHEET II I'I•'ri° II PROPOSED CLEANING PAD I II I I I�F-H ■I I 'I III I IIIIIIIIIIIIIIIII Illliillillllilll ELEVA TION VIEW NOT TO SCALE I !W I II CH£MORA7E 1 1 112' x 1 112" x 1 112' FIXED 624 77N TYP EXTREN 625 PLAN W 4 x 4 x 114" (TYP) PLAN NDi Sii0H1NC P(Y'7 112 01A S5 /T q(TREN 625 W 4 x 4 x 114' EaREN 625 W 4 x 4 x t 14" FASTENER (7YPJ ° COPE TO RT = _ SS 6W .SEE DETAIL A, TH 15 SHEET - - �7E MORRISON M0100 FILD?aASS J COMPANY (MMFC)RBR£BCLT V 111" "0-13 UNC R8DUA.T5 STUDS ANY? NUT$ 7}PYCAL (LW EXTREN 625 - _ MAY SUBSAIU7F STAINLESS - ANCHOP 3" x 3" x 114" STEEL fid75) EACY SIDE 674477NG CQKY£CIIOIV 0 BEAR! SADDLE -TYPE HAS -DOWV s aIPS rm DETAIL A DETAIL B SEE DETA /L 9, 7H /S SHEET GRATING DETAILS NOT 7O SCALE I1 D /A- SS HIL 77 HVA ADHESIVE ANCHOR 57ZIDS H1)7/ SS NUT AND WISHDiS fM5E9 6- MINIMUM HIL P HIT 700" OR APPROVFD EQUAL 17" DIA. SS RUNG W PH ABRASIVE SURFACE O 1'-D" PROVIDE EQUIVALENT RUNG / SPACING FROM BOTTOM RUNG TO 1111 TOP OF WE IY/ELL CHANNEL. NOT TO EXCEED 12° ON CENTER O LADDER DETAILS NOT TO SCALE STAADOV ADA6TAL7L£ :?PE SOPPORT 5 -89 lI 210 GALVAPOID SIZE! AS RELY NED ! (2) 5118'0 SS DAU AND 11IIr1���� i L-UXY AW7fGK SP51LM ld i ECVAL TO 1-X- 71 FST c7CV W; PH SS NUT AND l : &49S0?, EMEED 4- /�/ 7OPP9VG QiWT VA %VF VAULT FCO'.h.? VERTICAL PIPE SUPPORT NOT 70 SCALE LNSrDE WAII OF COVLR£TE HFTBfZL 314' SS EYE BOL 75 A ?70 % I HIL 77 HT 100 ' DRILL AND EPDXY ANCHOR SYSTEM INTO — 1 "0 rRLER6ZASS r • � D F;T E L'R — � HFnWZL WALL- MINIMUM - i R.A' "v'r Gi' EMBEIll NT n EmAl / n) C _7 TOE PZA7E Q AS c 2 -6' 4 4 CLEANING PAD - SEE DWG THIS SHEET i _ 6" zoo o rn� 26 -01 !'L ¢ -00 4205 148th Ave. N.E. Suite 200 SAFETY RAIL DETAIL Bellevue, 871 F.. 4n .85-7 423.883J8TJ Fox 423.$83J453 NOT TO SCALE DES IG N ENGINEERING • PLANNING • SURVEYING ASBU lt.T I'll 71 ''`n SCANNED SEP 13 2002 FR 237 R141W L 176 3181. 6' NELSON STUDS TG HATC:1 FRAME Af P2" OC ACL£SS HATOY 0 41 OC (2) f4 CON77N000S -1 f I t (3) f6 CONBNUO'JS 8- LE.NCIN f4 REBAR OOYfZS DMU AAA DIOXY INTO 1201 ' FTLI A::Y W"s ; TH STRUCTURAL 07OUT CCAVO?ETE MANHOLE AT 24° ` 0.0 MIN. HIL 77 'HIT 100' ADHf9W SYSTEM OR A- PROVED EQUAL ` - i ME7/HEL L_X7ZPIOR NfTHEL {N06'OR WETWELL TO SLAB SECTION I -= 1- 0- LNSrDE WAII OF COVLR£TE HFTBfZL 314' SS EYE BOL 75 A ?70 % I HIL 77 HT 100 ' DRILL AND EPDXY ANCHOR SYSTEM INTO — 1 "0 rRLER6ZASS r • � D F;T E L'R — � HFnWZL WALL- MINIMUM - i R.A' "v'r Gi' EMBEIll NT n EmAl / n) C _7 TOE PZA7E Q AS c 2 -6' 4 4 CLEANING PAD - SEE DWG THIS SHEET i _ 6" zoo o rn� 26 -01 !'L ¢ -00 4205 148th Ave. N.E. Suite 200 SAFETY RAIL DETAIL Bellevue, 871 F.. 4n .85-7 423.883J8TJ Fox 423.$83J453 NOT TO SCALE DES IG N ENGINEERING • PLANNING • SURVEYING ASBU lt.T I'll 71 ''`n SCANNED SEP 13 2002 FR 237 R141W L 176 N N - 3 - 9 �Fa 9S 3 E Q w a ri ?a ~ CPc E �E �E F � �E SIR 4 m a� <: � o ti 3 w U F d 5 a w w o w c� co 3. Q x w 0 w w m 00000 w W 0 WWa U 0 Z 0 f J N M O Z Z Q -� fp C) w w ~ o 0' M m ww � O O 0 � Z Q fr }- H Q < UU (70N �fr o o z w w a- in aa 00000 LJ (n V) twn i w 5 w w a f, of 0 i N d O Z LIFT S TA T /ON NO TES 1. 7HE SANITARY SEVER LIFT STA77GW SHALL BE CONS7RUCIED AS SHOWN IN PLAN AND IN ACCORDANCE W77H 7HESE SPEQ'F7CA77ONS AND 7HE CITY OF REN70N STANDARDS AND SPECIFICATIONS. 2 THE CONTRACTOR SHALL SUBMIT 70 7H£ CITY OF REN70N, AND THE OWNERS ENGINEER, FOUR (4) SETS OF DETAILED SHOP DRA WNW OF THE LIFT STA77ON. SHOP DRAWINGS SHALL INCLUDE DETAILS OF 7HE FOLLOWNQ BUT SHALL NOT BE LIM17ED 70 THE FOLLOWING• 1. MANHOLE CHAAIBE7Z BASE AND TOP SEC770N. 6. SLIDE AWAY PUMP COUPLINGS 2 PUMPS WAY PERFORMANCE CURVES: 7 hfIMP SLIDE RAILS J. ELECTRICAL EQUIPMENT. B VAL WS; PIPING AND FITTINGS 4. ELECTRICAL M07ORS 9 LADDERS. 5 UFT ST4 77ON ACCESS LID. ACCEPTANCE FOR INSTALLATION OF THE PUMPING UN 17S SHALL BE CONTINGENT UPON THE COMPLE7FNESS OF THE ABOVE 1NFORM4 770N. 7HE CON7RAC70R SHALL PERFORM TESTS IN THE PRESENCE OF THE CITY OF REN70N INSPEC77ON AND THE OWNERS ENGINEER 70 VERIFY COMPLE7F COMPLIANCE WTH THESE DRAWINGS ,I THE CON7RAC70R SHALL FURNI -W AND INSTALL AS 5HONN ON THE DRAWINGS TWO FZYGT MODEL CP- 3152 -454 WAS7F WATER PUMPS OF 7HE SUBMER5IBLE QUICK- DISCONNEC77ON TYPE. EACH PUMP SHALL HAVE A CAPACITY OF 510 GPM AT A 70TAL DYNAMIC HEAD OF 100 FEET. M07ORS SHALL BE NOT LESS 7HAN 20 HP, 1750 RPM, 3 PHASE; 60 HZ 480 VOLTS PUMPS SHALL BE DESIGNED TO PASS NOT LESS THAN A 3 INCH DIAMETER SOLID. EACH PUMP IMPELLER SHALL BE 7RIMMED 70 THE EXACT FLOW AND HEAD COIVD17701V AND OVERSYZED M07ORS HILL NOT BE ACCEPTABLE. U07ORS SHALL EACH INCLUDE 40 FEET OF WATERPROOF POWER CABLE AND SIGNAL CABLE WTH FAC70RY- INSTALLED NA7ER77GHT CO4NEC77CNS STAINLESS STEEL CABLE SUPPORT GRIPS WTH SINGLE U -EYE ROD, FOR EACH GROUP OF MOTOR WRES SHALL BE FURN15HE0. 4. EACH PUMP SHALL HAVE A BASE MOUNTING PLA7E WTH QUICK DISCONNECT DISCHARGE ELBOW, NON SPARKING PUMP GUIDE BRACKET, AND GUIDE RAILS CONTRACTOR HILL SUPPLY STAINLESS CABLE (NYLON COVERED ALL CABLE SHALL BE U.L. LISTED) OF ADEQUA7E CAPACITY AND LENGTH FOR RAISING AND LON£R/NG PUMP -MO70R ASSEMBLY. THE PUMP REMOVAL SY57FM SHALL BE CON677?UC7FD WTH STAINLESS S7EEL MATERIALS INCLUDING GUIDE BRACKETS AND RAILS 5. SEWAGE PUMP PIPING AND VALVES SHALL BE AS SHOW) SCHEMA 77CALL Y ON THE DRAWINGS. PIPE SHALL BE DUC77LE IRON CONFORMING 70 THE REQUIREMENTS OF ANSI A21.50. PIPE WALL THICKNESS SHALL BE AS REQUIRED FOR THICKNESS CLASS 50. PIPE FLANGES SHALL CONFORM 70 THE REQU/REMEN75 OF ANSI B161, CLASS 125. ALL PIPE PASSING THROUGH C0NCRE7F WALLS SHALL PASS THROUGH A MECHANICAL JOINT SLEEVE WTH NEOPRENE GASKETS FLEXIBLE COUPLINGS SHALL BE THE GA57CElED -SLEEVE TYPE TYPE. COUPLINGS SHALL BE CEWERED ON 7,E PIPE JOINT AND PROPERTY ASSEMBLED 70 PROVIDE A WA7ER77GHT JOINT UNDER ALL COND177ONS OF EXPANSION, CON7R4C770N AND DEFZEC770N. 6. GA 7F VALVES SHALL BE RESILIENT SEAT GATF VALVES CONFORMING TO THE LATEST AWWA STANDARD. VALVES SHALL HAVE END TYPES AS NEEDED FOR INSTALLA77ON AND HAVE NON - RISING S7FM WTH HANDWHEEL. CHECK VALVES SHALL BE SHING TYPE NON -SLAM WTH BRONZE DISC AND SEAT RINGS AND OU75IDE LEVER AND NEIGH73. VALVES SHALL BE EQUAL TO M&H. GATF VALVES AND CHECK VALVES SHALL BE FUSION HONED EPDXY COATED INSIDE AND OUT 7. STRUCTURAL S7FEL SHALL BE ASTM A36. FABRICA77ON SHALL BE IN ACCORDANCE WTH ACCEPTED SHOP PRAC77CES ALL JOIN7S SHALL BE MELDED EXCEPT WHERE OTHER FAS7FNING METHODS ARE SHOW/ ON THE PLANS 8. CHAIN LINK FENCE FABRIC SHALL BE NO 9 HIRE, SMOOTH KNUCKLE FINISH TOP AND BOTTOM. FABRIC TO BE GALVANIZED. CORNER AND INTERMEDIATE POSTS - 2 718 INCH O.D. STANDARD PIPE, GA 7E POSTS - 4 INCH O.D. STANDARD PIPE. PROVIDE POST CAPS FOR ALL POSTS. TOP RAIL - COIV77N000S 1 518 INCH OD. STANDARD PIPE SECURE FABRIC WTH WRE CLIPS, 14 INCHES O.C. ON LINE POS7S, 12 INCHES O.C. DN RAILS AND 7ENSION WRES SET POSTS 3' - 0" INTO CONCRE7F F0077NGS 9 INCH MINIMUM DIAMETER 3= 4' DEEP. DRILL 1/8 INCH HOLE IN PIPE POST JUST ABOVE BASE. GATE TO HAVE HEAVY PRESSED STEEL CONNEC77ONS, HINGES AND LATCH. LATCH AND ACCEPT PADLOCK. ALL S7EEL TO BE GAL VA /ZL-D. 9. DUPLEX LIQUID LEVEL CONTROL PANEL; NEMA 3 R VANDAL PROOF, DOUBLE DOOR, FACTORY WRED AND 7ES7ED.- PRESET ELECTRICAL CON7ROL PANEL,- INDICA77NG LIGHTS AS REQUIRED, RELAYS; HOA; COMBINATION STAR7ERS WTH QUICK -7RIP HEA7ERS,- PUMP AL7ERNATORS; 7RANSDUCER LEVEL CON71OL/ SY57EM,- HOUR METERS AND AMP GAUGES FOR EACH PUMP. 10. POWER SERVICE TO PUMP STA77ON TO BE INSTALLED BY PUGET SOUND ENERGY. A RECEPTACLE SHALL BE PROVIDED AT THE PUMP STA770N FOR CONNECTION TO THE CITY OF RENTONS PORTABLE GENERATOR. THE RECEPTACLE SHALL BE CROUSE HINDS AREA 10486. 11. CONTROL /LOGIC REQUIREMENTS ARE AS FOLLOWS - A- M£TMELL LEVEL SHALL BE MEASURED USING A 7RANSDUCER. B. START AND STOP LEVEL FLOATS SHALL BE USED FOR BACK -UP CON7ROL WTH A HIGH LEVEL FLOAT. 12 THE FOLLOWING SHALL BE PERMANENTLY MOUN7ED AT THE PUMP STA77ON IN A LOCA77ON APPROVED BY THE OWNER. PERMANEN77 Y ENGRAVED OPERA77NG DIAGRAM OF THE CONTROL AND MECHANICAL FEA711RES, INCLUDING WET WELL VOLUME PER FOOT, BASE ELEVATION, OVERFLOW ELEVA770N, EMERGENCY STORAGE LIM 17ED, PUMP OPERA77NG SET POINTS AND A WRITTEN DESCRIP77ON OF PUMP OPERA77ON. 13. THE MOTOR STAR7FRS SHALL USE REDUCED VOLTAGE SOLID STATE STAR7FR NTH MAGNE77C ONLY CIRCUIT BREAKER PR07EC770N, AND AN ABOVE STA77ON DISCONNECT. 14. CHECK VALVES SHALL HAVE LIMIT SWTCH SENSORS FOR POS177VE PUMP REPORT -BACK CAPABILITY. 15. COAT INSIDE WET WELL WTH A POLYUREA ELASTOMER.- POLYSHIELD SS -100 OR EQUAL (COA77NG TO BE W1I7E). COAT OUTSIDE OF WET WELL WTH 7NEMEC 46H -413 COAL TAR EPDXY. 16. ALL FIT77NGS W1HIN WET WELL SHALL BE FLANGED EXCEPT WHERE N07ED ON PLANS. PROVIDE SHACKLE RODS AND HANGER SUPPORTS AS NEEDED. PIPING AND 7HRUST BLOCKING TO BE TEST TO 15OPS1. 17 CONCRETE SHALL BE PORTLAND CEMENT CONCRETE AND SHALL DEVELOP A MINIMUM COMPRESSIVE S7RENG7H OF 3000 PSI. 76. ALL ELEC7RICAL WRING AND EQUIPMENT INSTALLED IN THE -MET WELL" SEC77ON MUST COMPLY WTH AR77CLE 22 OF THE ELEC7RICAL SAFETY ORDERS FOR CLASS 1, DIVISION 1, HAZARDOUS LOCATION PROVISIONS OF THE NATIONAL ELEC7RICAL CODE" AND ALL OTHER APPLICABLE LOCAL CODES AND ORDINANCES A CITY OF RENTON ELECTRICAL PERMIT WLL BE REQUIRED FOR THE LIFT STA77ON WORK. 19. ALL CONDUITS SHALL BE GALVANIZED RIGID CONDUIT WTH THREADED HUB FIT77NGS AND BOXES CONDUIT ENTERING 771E WET WELL SHALL BE PVC COATED GRC INSIDE, AAD OUTSIDE. 20. ALL ELECTRICAL MIRE SHALL BE "THW" COPPER CONDUCTOR OR APPROVED EQUAL. 21. ALL NUTS BOLTS AND WASHERS SHALL BE 304 S.S 1316 SS, NO EXCEPTIONS. 22. AN OPERA77ONS AND MAIN7ENANCE MANUAL SHALL BE SUPPLIED BY THE CON7RACTOR AFTER REVIEW AND APPROVAL BY 7HE CITY OF RENTON AND THE OWNERS ENGINEER, 23. ALL FITTINGS, VALVES, PIPE, GUIDE RAILS, AND ELEC7RICAL BOXES SHALL BE PROVIDED UNDER THIS JOB FOR ACCEPTANCE OF A THIRD PUMP TO BE ADDED IN THE FUTURE. THE STATION, WHEN COMPLETE, SHALL BE ABLE TO ACCEPT THE PUMP WTHOUT ANY ADD177ONS OR MODIF70A77ONS TO THE STA770N. NW 1/4, NW 1/4, SEC. 14, TWP. 23 N., RGE. 5 E., W.M. U 0 � M � rn O � 3 E 39 i . IG- 'FowER uRu'r A.B, i " I � X� 1 -8 45' BEND (MAR) x 2 -8" WAS (/Z.M/J) /A. D./.: S FO aEANOUT V.000lVG CONC F.M- e•fl• , , , , o , , U7A/7Y A rn � 6' N RYAN LINK - MV,-E (SEE- NOTE 8). x� 60' --I- 1 i t SADDLE - 7`A//iL"'I2iP aFARANCE 76.Z VRD'(5511H 73 ;t I SSMH 73 -�- - 60" D /A. -^ - - 3Q , 111- O° e l .. HOT B`a' Ld 25B [) 314" WAAW (A. K) 425.885-7877 Fax 425.885-7963 0aoossSxl7NC SFE .£F ®al g a N J ENGINEERING • PLANNING SURVEYING H Ld W° ASBU I LT r � A I F] w 11 tz SCANNED SEP 13 2002 of W Wr' 3: Lii Of � a Z i Q N N - 3 - 9 �Fa 9S 3 E Q w a ri ?a ~ CPc E �E �E F � �E SIR 4 m a� <: � o ti 3 w U F d 5 a w w o w c� co 3. Q x w 0 w w m 00000 w W 0 WWa U 0 Z 0 f J N M O Z Z Q -� fp C) w w ~ o 0' M m ww � O O 0 � Z Q fr }- H Q < UU (70N �fr o o z w w a- in aa 00000 LJ (n V) twn i w 5 w w a f, of 0 i N d O Z LIFT S TA T /ON NO TES 1. 7HE SANITARY SEVER LIFT STA77GW SHALL BE CONS7RUCIED AS SHOWN IN PLAN AND IN ACCORDANCE W77H 7HESE SPEQ'F7CA77ONS AND 7HE CITY OF REN70N STANDARDS AND SPECIFICATIONS. 2 THE CONTRACTOR SHALL SUBMIT 70 7H£ CITY OF REN70N, AND THE OWNERS ENGINEER, FOUR (4) SETS OF DETAILED SHOP DRA WNW OF THE LIFT STA77ON. SHOP DRAWINGS SHALL INCLUDE DETAILS OF 7HE FOLLOWNQ BUT SHALL NOT BE LIM17ED 70 THE FOLLOWING• 1. MANHOLE CHAAIBE7Z BASE AND TOP SEC770N. 6. SLIDE AWAY PUMP COUPLINGS 2 PUMPS WAY PERFORMANCE CURVES: 7 hfIMP SLIDE RAILS J. ELECTRICAL EQUIPMENT. B VAL WS; PIPING AND FITTINGS 4. ELECTRICAL M07ORS 9 LADDERS. 5 UFT ST4 77ON ACCESS LID. ACCEPTANCE FOR INSTALLATION OF THE PUMPING UN 17S SHALL BE CONTINGENT UPON THE COMPLE7FNESS OF THE ABOVE 1NFORM4 770N. 7HE CON7RAC70R SHALL PERFORM TESTS IN THE PRESENCE OF THE CITY OF REN70N INSPEC77ON AND THE OWNERS ENGINEER 70 VERIFY COMPLE7F COMPLIANCE WTH THESE DRAWINGS ,I THE CON7RAC70R SHALL FURNI -W AND INSTALL AS 5HONN ON THE DRAWINGS TWO FZYGT MODEL CP- 3152 -454 WAS7F WATER PUMPS OF 7HE SUBMER5IBLE QUICK- DISCONNEC77ON TYPE. EACH PUMP SHALL HAVE A CAPACITY OF 510 GPM AT A 70TAL DYNAMIC HEAD OF 100 FEET. M07ORS SHALL BE NOT LESS 7HAN 20 HP, 1750 RPM, 3 PHASE; 60 HZ 480 VOLTS PUMPS SHALL BE DESIGNED TO PASS NOT LESS THAN A 3 INCH DIAMETER SOLID. EACH PUMP IMPELLER SHALL BE 7RIMMED 70 THE EXACT FLOW AND HEAD COIVD17701V AND OVERSYZED M07ORS HILL NOT BE ACCEPTABLE. U07ORS SHALL EACH INCLUDE 40 FEET OF WATERPROOF POWER CABLE AND SIGNAL CABLE WTH FAC70RY- INSTALLED NA7ER77GHT CO4NEC77CNS STAINLESS STEEL CABLE SUPPORT GRIPS WTH SINGLE U -EYE ROD, FOR EACH GROUP OF MOTOR WRES SHALL BE FURN15HE0. 4. EACH PUMP SHALL HAVE A BASE MOUNTING PLA7E WTH QUICK DISCONNECT DISCHARGE ELBOW, NON SPARKING PUMP GUIDE BRACKET, AND GUIDE RAILS CONTRACTOR HILL SUPPLY STAINLESS CABLE (NYLON COVERED ALL CABLE SHALL BE U.L. LISTED) OF ADEQUA7E CAPACITY AND LENGTH FOR RAISING AND LON£R/NG PUMP -MO70R ASSEMBLY. THE PUMP REMOVAL SY57FM SHALL BE CON677?UC7FD WTH STAINLESS S7EEL MATERIALS INCLUDING GUIDE BRACKETS AND RAILS 5. SEWAGE PUMP PIPING AND VALVES SHALL BE AS SHOW) SCHEMA 77CALL Y ON THE DRAWINGS. PIPE SHALL BE DUC77LE IRON CONFORMING 70 THE REQUIREMENTS OF ANSI A21.50. PIPE WALL THICKNESS SHALL BE AS REQUIRED FOR THICKNESS CLASS 50. PIPE FLANGES SHALL CONFORM 70 THE REQU/REMEN75 OF ANSI B161, CLASS 125. ALL PIPE PASSING THROUGH C0NCRE7F WALLS SHALL PASS THROUGH A MECHANICAL JOINT SLEEVE WTH NEOPRENE GASKETS FLEXIBLE COUPLINGS SHALL BE THE GA57CElED -SLEEVE TYPE TYPE. COUPLINGS SHALL BE CEWERED ON 7,E PIPE JOINT AND PROPERTY ASSEMBLED 70 PROVIDE A WA7ER77GHT JOINT UNDER ALL COND177ONS OF EXPANSION, CON7R4C770N AND DEFZEC770N. 6. GA 7F VALVES SHALL BE RESILIENT SEAT GATF VALVES CONFORMING TO THE LATEST AWWA STANDARD. VALVES SHALL HAVE END TYPES AS NEEDED FOR INSTALLA77ON AND HAVE NON - RISING S7FM WTH HANDWHEEL. CHECK VALVES SHALL BE SHING TYPE NON -SLAM WTH BRONZE DISC AND SEAT RINGS AND OU75IDE LEVER AND NEIGH73. VALVES SHALL BE EQUAL TO M&H. GATF VALVES AND CHECK VALVES SHALL BE FUSION HONED EPDXY COATED INSIDE AND OUT 7. STRUCTURAL S7FEL SHALL BE ASTM A36. FABRICA77ON SHALL BE IN ACCORDANCE WTH ACCEPTED SHOP PRAC77CES ALL JOIN7S SHALL BE MELDED EXCEPT WHERE OTHER FAS7FNING METHODS ARE SHOW/ ON THE PLANS 8. CHAIN LINK FENCE FABRIC SHALL BE NO 9 HIRE, SMOOTH KNUCKLE FINISH TOP AND BOTTOM. FABRIC TO BE GALVANIZED. CORNER AND INTERMEDIATE POSTS - 2 718 INCH O.D. STANDARD PIPE, GA 7E POSTS - 4 INCH O.D. STANDARD PIPE. PROVIDE POST CAPS FOR ALL POSTS. TOP RAIL - COIV77N000S 1 518 INCH OD. STANDARD PIPE SECURE FABRIC WTH WRE CLIPS, 14 INCHES O.C. ON LINE POS7S, 12 INCHES O.C. DN RAILS AND 7ENSION WRES SET POSTS 3' - 0" INTO CONCRE7F F0077NGS 9 INCH MINIMUM DIAMETER 3= 4' DEEP. DRILL 1/8 INCH HOLE IN PIPE POST JUST ABOVE BASE. GATE TO HAVE HEAVY PRESSED STEEL CONNEC77ONS, HINGES AND LATCH. LATCH AND ACCEPT PADLOCK. ALL S7EEL TO BE GAL VA /ZL-D. 9. DUPLEX LIQUID LEVEL CONTROL PANEL; NEMA 3 R VANDAL PROOF, DOUBLE DOOR, FACTORY WRED AND 7ES7ED.- PRESET ELECTRICAL CON7ROL PANEL,- INDICA77NG LIGHTS AS REQUIRED, RELAYS; HOA; COMBINATION STAR7ERS WTH QUICK -7RIP HEA7ERS,- PUMP AL7ERNATORS; 7RANSDUCER LEVEL CON71OL/ SY57EM,- HOUR METERS AND AMP GAUGES FOR EACH PUMP. 10. POWER SERVICE TO PUMP STA77ON TO BE INSTALLED BY PUGET SOUND ENERGY. A RECEPTACLE SHALL BE PROVIDED AT THE PUMP STA770N FOR CONNECTION TO THE CITY OF RENTONS PORTABLE GENERATOR. THE RECEPTACLE SHALL BE CROUSE HINDS AREA 10486. 11. CONTROL /LOGIC REQUIREMENTS ARE AS FOLLOWS - A- M£TMELL LEVEL SHALL BE MEASURED USING A 7RANSDUCER. B. START AND STOP LEVEL FLOATS SHALL BE USED FOR BACK -UP CON7ROL WTH A HIGH LEVEL FLOAT. 12 THE FOLLOWING SHALL BE PERMANENTLY MOUN7ED AT THE PUMP STA77ON IN A LOCA77ON APPROVED BY THE OWNER. PERMANEN77 Y ENGRAVED OPERA77NG DIAGRAM OF THE CONTROL AND MECHANICAL FEA711RES, INCLUDING WET WELL VOLUME PER FOOT, BASE ELEVATION, OVERFLOW ELEVA770N, EMERGENCY STORAGE LIM 17ED, PUMP OPERA77NG SET POINTS AND A WRITTEN DESCRIP77ON OF PUMP OPERA77ON. 13. THE MOTOR STAR7FRS SHALL USE REDUCED VOLTAGE SOLID STATE STAR7FR NTH MAGNE77C ONLY CIRCUIT BREAKER PR07EC770N, AND AN ABOVE STA77ON DISCONNECT. 14. CHECK VALVES SHALL HAVE LIMIT SWTCH SENSORS FOR POS177VE PUMP REPORT -BACK CAPABILITY. 15. COAT INSIDE WET WELL WTH A POLYUREA ELASTOMER.- POLYSHIELD SS -100 OR EQUAL (COA77NG TO BE W1I7E). COAT OUTSIDE OF WET WELL WTH 7NEMEC 46H -413 COAL TAR EPDXY. 16. ALL FIT77NGS W1HIN WET WELL SHALL BE FLANGED EXCEPT WHERE N07ED ON PLANS. PROVIDE SHACKLE RODS AND HANGER SUPPORTS AS NEEDED. PIPING AND 7HRUST BLOCKING TO BE TEST TO 15OPS1. 17 CONCRETE SHALL BE PORTLAND CEMENT CONCRETE AND SHALL DEVELOP A MINIMUM COMPRESSIVE S7RENG7H OF 3000 PSI. 76. ALL ELEC7RICAL WRING AND EQUIPMENT INSTALLED IN THE -MET WELL" SEC77ON MUST COMPLY WTH AR77CLE 22 OF THE ELEC7RICAL SAFETY ORDERS FOR CLASS 1, DIVISION 1, HAZARDOUS LOCATION PROVISIONS OF THE NATIONAL ELEC7RICAL CODE" AND ALL OTHER APPLICABLE LOCAL CODES AND ORDINANCES A CITY OF RENTON ELECTRICAL PERMIT WLL BE REQUIRED FOR THE LIFT STA77ON WORK. 19. ALL CONDUITS SHALL BE GALVANIZED RIGID CONDUIT WTH THREADED HUB FIT77NGS AND BOXES CONDUIT ENTERING 771E WET WELL SHALL BE PVC COATED GRC INSIDE, AAD OUTSIDE. 20. ALL ELECTRICAL MIRE SHALL BE "THW" COPPER CONDUCTOR OR APPROVED EQUAL. 21. ALL NUTS BOLTS AND WASHERS SHALL BE 304 S.S 1316 SS, NO EXCEPTIONS. 22. AN OPERA77ONS AND MAIN7ENANCE MANUAL SHALL BE SUPPLIED BY THE CON7RACTOR AFTER REVIEW AND APPROVAL BY 7HE CITY OF RENTON AND THE OWNERS ENGINEER, 23. ALL FITTINGS, VALVES, PIPE, GUIDE RAILS, AND ELEC7RICAL BOXES SHALL BE PROVIDED UNDER THIS JOB FOR ACCEPTANCE OF A THIRD PUMP TO BE ADDED IN THE FUTURE. THE STATION, WHEN COMPLETE, SHALL BE ABLE TO ACCEPT THE PUMP WTHOUT ANY ADD177ONS OR MODIF70A77ONS TO THE STA770N. NW 1/4, NW 1/4, SEC. 14, TWP. 23 N., RGE. 5 E., W.M. U 0 � M � rn O � 3 E 39 i . IG- 'FowER uRu'r A.B, i " I � X� 1 -8 45' BEND (MAR) x 2 -8" WAS (/Z.M/J) /A. D./.: S FO aEANOUT V.000lVG CONC F.M- e•fl• , , , , o , , U7A/7Y A rn � 6' N RYAN LINK - MV,-E (SEE- NOTE 8). x� 60' --I- 1 i t SADDLE - 7`A//iL"'I2iP aFARANCE 76.Z VRD'(5511H 73 ;t I SSMH 73 -�- - 60" D /A. -^ - - 3Q , 111- O° e l .. HOT B`a' 25B [) 314" WAAW (A. K) 425.885-7877 Fax 425.885-7963 0aoossSxl7NC SFE .£F ®al ® NOTE 25 & 15 ___� FlS-BL([LT Come_ PIVIV551f11 77 wl t4 "6.K IN51DE C6 1E (f►.S) SSMH 72,4 � F 1 M 345.37 60" DL4 3c I E 3Y/. o0 fLECIPyRL S� /T£ .i as ofi E-1 AAW AA/D SFf -- zi rV CONC -(v�R. c c \ \i cn caw. Fm 6feA i N EdA<RG UNRY VAL[T MELL Na 23J-4A a4 10'0 LOW 07051ki \ i fUIUPE Cr WlE bOv 00. p50 � 1F 16' G4 IT" mp) EIE/XiFACY G47E VAL If S7a4A6E MW i Ra.9 p ozo IeOAT(AS) - NMFleWAff7YSS ®£&W € E � _ i F7TKRE -12 QPAN7Y,� € w � - - - - -- - - = -- - - SWTARY5€AV? LFT STAIXIY two NET AWL (Sf LETALS) (RY,) LIFT S TA T /ON SITE PLAN 24. ACCESS HATCHES TO VAULT AND WETWELL SHALL BE DOUBLE ALUM /NUM DIAMOND PIA 7F ACCESS DOOR EQUAL TO BXCO TYPE JD, DOORS TO LOCK /N VER77CAL P05777ON W77-lOUT MOVEMENT, SPRING ASSISTED OPENING, H -20 LOAD RA7ED, MILL FINISH, RECESSED HASP COVERED WTH HINGED LID. MOUNT PER MANUFAC7URE'S RECOMMENDATIONS. ALL HARDWARE AND FAS7ENERS SHALL BE TYPE 316 STAINLESS S=L. ROU7F 1 112" PVC DRAIN PIPE FROM FRAME TO BELOW INTERIOR GRA77NG. ENGINEERING CALCULA77ONS SHALL BE PROVIDED 70 SUBSTAN77A. TF H -20 LOAD RATING. PROVIDE ACCESS HATCHES WTH TWO STAINLESS S7FEL SAFETY CHAINS ON EACH OPEN END. PROVIDE EACH CHAIN W771 ONE STAINLESS STEEL CLEWS CRAP HOOK WTH SAFETY CLIP FOR EASY REMOVAL 25. PROVIDE A POTABLE MA7ER SERVICE CONNEC770N TO STA770N WIN A 314 -INCH HOSE BIB, 50 FEET OF INDUSTRIAL GRADE HOSE, AND HOSE REEL WATER SERVICE SHALL MEET CITY OF RENTON STANDARD CONNEC710N DETAILS AND HAVE A REDUCED PRESSURE BACKFLOW PREVENTOR ABOVE GRADE IN A HOT BOX. 77-IE RP DEVICE SHALL BE WRAPPED IN ELEC7RICAL HEAT TAPE. A GFCI RECEPTACLE SHALL BE PROVIDED IN THE HOT BOX FOR POWER TO 7HE HEAT TAPE. 26. PROVIDE A 7FE FITTING ON THE INFLUENT PIPE TO THE WETMELL FOR DEFLECTING SEWAGE AWAY FROM THE PUMP. 27. ALL MECHANICAL PIPING IN DRY VAULT SHALL BE PAINTED WTH 7NEMEC SERIES 66 HI -BUILD EPDX00VE. CITY TO CHOOSE COLOR. 28. THE ELEC7RICAL ENCLOSURE STRUCTURE HILL CONTAIN THE FOLLOWING CON57RUCT10N DETAILS. FOUNDA77ON. CON VEN77ONAL CONCRE7E SPREAD FOOTING WTH 8" ]HICK STEM WALL. FLOORING.• ONCE ALL OF THE CONDUITS ARE EX7ENDED, A 4" THICK CONCRETE SLAB HILL BE POURED FRAMING • THE BUILDING HILL BE WOOD FRAMED WTH 2x4 S7TIDS AND 2x6 JOISTS SIDING: HARDI PLANK SIDING, 8' SLAB WTH 112 LAP. ROOFING: 25 YEAR COMPOS177ON ROOF. PR /OR TO AC7UAL CONS7RUC770N, DETAILED PLANS HILL BE PREPARED AND SUBMITTED FOR CITY REVIEW. 29. VALVE VAULT SUMP PUMP SHALL BE PACO PIP 702A OR APPROVED EQUAL WIT/ 1 112" COPPER G47E VAL VE, 1 1/2" COPPER SWNG CHECK VAL W AND 1 1/2" COPPER UNION. 30. PROVIDE EXTRA VALVE KEY TO BE STORED INSIDE ELECTRICAL ENCLOSURE. h, 7 A, ml 1 " =10' 1 76 FR 2 31*� 5-286719 Gpg• T_` 1 SCALE: 1 " = 10' 0 5 10 20 c, o - 4 -26 -01 1 -41 -0! 4205 748th Ave. E Suite 200 C � ME Bellen;e, Washington 98007 .. -- 425.885-7877 Fax 425.885-7963 ~ DESIGN ENGINEERING • PLANNING SURVEYING ASBU I LT I F] 9416BC532 SCANNED SEP 13 2002