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E 0 6i LO N T1 0 o 0 0 8 Z 0 V) J111k A, 1rdX-d977JfAEVAr,A STA. (MA 11*21.68 57 T �- RIM 473.851 TCH E, V p go IE 465.79 T) (Ou - -Y -?A C /-I I L /, I, L I N E i2" C' U! O Zn uj z 0 z 0 C) N`0 6-9,1;91 RaA l� 47' 2" E 2" CONiu Q� ui (6 L6 12 52 0. STA 0-/- 0000 AE 7TH PL o STA 7192 13 HOORAY'A VE WE 1% IF L'i L4 1,j L'i L-w n - - - ---- SE-12-ISTST LLJ w Z It m Ct SSUH 16 V STD. MH, 48 "0 STA. 7 +94.13, 57 T RIM 470'5 1 (MATCH EX) 76 9" If - 459.98 (�N)- 9S 8" IE 45999 (OOT) 8-f -- 7- 4'6f,52 1 40' STA Of 00, 00 NE 10TH ST = STA 24*Jg. 85 H00111AY AVE NE 1 IV� 1 4� N. LINE, NE SkY_L��, �Nf SEC. 10-23 -5 U TWP. 23 N., RGE. 5 E, W M. is It VV✓--9 8- IE 44-476z5 (OUT)446./2 140, C/ry 0A -54NI rA R Y . I 5,MH 10 MH 48.0 I. 7 +75, 6'L T ' 45,T 46. --U IL- (lV) 44 1E *ff.-7,1 OUT SEE SHLZT C521 FOR SEWER PROFILE DESIGN SSW 11 STD. MH, 48"0 STA. 5*47, JZT RIM 4581-;�-, V-, .1c 8" IE 445199 (�N) - 54 8- IE 44-f 9 (00T),04f:$--0r KEYMAP /0 = Toot FA&MM CITY OF RENTON - NA VD 1998 BASIS. OF BEARINGS NOOV2'42't gf79EEN 7HE MONUMENTS FOUND A [ THE EAST QUARTER AND THE NORTHEAST SECTION 6ORNER OF SEC77ON 10, TOWNSHIP 23 NORTH, -RANGE 5 EAST, W.M. PER BENCHMARKS PT;f1907 = 0'20 'Z7' IN SE CORNER CONCRETE M4100X BASE, W SIDE 142ND A l/ E. SE, OPPOSITE HOUSE X12014 EL. 472.66 OR (144.69 MVERS) PT #2119 = BRASS SURFACE ,915K AT INTERSECTION S.E. 128TH ST & 142ND A E S.E. EL. 426.42 OR (129.974 METERS) 14711 NE 29th Place Suite 101 Bellevue, Washington 98007 425.885.7877 Fox 425.885.7963 C5.01 -------------- - rn tz� C) rn o k orn t:5 STA. 6*2790, 52 T j RIM 46880-4�(,VATCH EX Vo 8" IF 4-60.79 (OUT) > •T7 �3' 7, 0 O O I I t O lz� P) FZ, ON C 466- 5 .. ........... c; STA Of 00, 00 NE 10TH ST = STA 24*Jg. 85 H00111AY AVE NE 1 IV� 1 4� N. LINE, NE SkY_L��, �Nf SEC. 10-23 -5 U TWP. 23 N., RGE. 5 E, W M. is It VV✓--9 8- IE 44-476z5 (OUT)446./2 140, C/ry 0A -54NI rA R Y . I 5,MH 10 MH 48.0 I. 7 +75, 6'L T ' 45,T 46. --U IL- (lV) 44 1E *ff.-7,1 OUT SEE SHLZT C521 FOR SEWER PROFILE DESIGN SSW 11 STD. MH, 48"0 STA. 5*47, JZT RIM 4581-;�-, V-, .1c 8" IE 445199 (�N) - 54 8- IE 44-f 9 (00T),04f:$--0r KEYMAP /0 = Toot FA&MM CITY OF RENTON - NA VD 1998 BASIS. OF BEARINGS NOOV2'42't gf79EEN 7HE MONUMENTS FOUND A [ THE EAST QUARTER AND THE NORTHEAST SECTION 6ORNER OF SEC77ON 10, TOWNSHIP 23 NORTH, -RANGE 5 EAST, W.M. PER BENCHMARKS PT;f1907 = 0'20 'Z7' IN SE CORNER CONCRETE M4100X BASE, W SIDE 142ND A l/ E. SE, OPPOSITE HOUSE X12014 EL. 472.66 OR (144.69 MVERS) PT #2119 = BRASS SURFACE ,915K AT INTERSECTION S.E. 128TH ST & 142ND A E S.E. EL. 426.42 OR (129.974 METERS) 14711 NE 29th Place Suite 101 Bellevue, Washington 98007 425.885.7877 Fox 425.885.7963 C5.01 -------------- - rn tz� C) rn o k orn t:5 E .a a N M O M Lo N N 3 CV O V L i c a Z to d' O a i vi 0 0 i 0 o � o e x Z N 9 � z �d W a 0 h u "Alt W DISTANCE' j OD 41!82 41.24 L2 N69'02;10 "W L3 N14'?957W O_ � N435120 E 24M6 L5 N462709 E N L6 Z a = Z = W L8 N8842'10'W �N L9 N19V824 W g rK L 10 = 1 0 i� x•c�Zn 0 L12 Z fr h h h �o c,vc�vv 24.18 4458 L15 N44 '05'38W L16 N.327226 E '28 56 L17 N 3357 L18 N i 31.92 L19 0. z O N07V6'45 W 0 W W W W W 46.36 L23 N394743E 22.10 L24 N2239 04'.F Jf 67 L25 N495109'E W L26 N4048'06'E 2581 o ° o 0 z O 3736 L29 N67T1347E 1247 L30 N324821'W 1321 Lai N0239 44 E 5512 L32 N0834 '43'W 44 43 L33 N3526'16 'E 26.33 z Z 0 41 � in 10 � U V t L-W W L44 W W Lu Q o 0 0 o ti w 0� °j u "Alt (t� DISTANCE' j Z 41!82 41.24 L2 N69'02;10 "W L3 N14'?957W O_ � N435120 E 24M6 L5 N462709 E N L6 Z Z = Z = W L8 N8842'10'W 30.68 L9 N19V824 W g rK L 10 0 0 0 0 0 L12 h h h h h Lu c,vc�vv 24.18 4458 L15 N44 '05'38W L16 N.327226 E '28 56 L17 N227928 E 3357 L18 k i 31.92 L19 0. z L20 N07V6'45 W 4G 35 W W W W W 46.36 L23 N394743E 22.10 L24 N2239 04'.F Jf 67 L25 N495109'E 2.99_ - L26 N4048'06'E 2581 L27 N093756'W 2356 �h z O 3736 u "Alt ...... __ . __. _..... _...... E 112 SEC. IOf T WP. 23 N,, RGE 5 E. , SEESHEETC5.03 AND CONNECT PROPOSED S_E SHEET C522 FOR o SEWER PROFILE DESIGN n' CT v � ,P: `S SE }.. / �. Qo,, = BOUNDARY UNE TABU` f, LINE (t� DISTANCE' j N057253W 41!82 41.24 ...... __ . __. _..... _...... E 112 SEC. IOf T WP. 23 N,, RGE 5 E. , SEESHEETC5.03 AND CONNECT PROPOSED S_E SHEET C522 FOR o SEWER PROFILE DESIGN n' CT v � ,P: `S SE }.. / �. Qo,, = BOUNDARY UNE TABU` f, LINE BEARING DISTANCE' L1•'` ' N057253W 41!82 41.24 L2 N69'02;10 "W L3 N14'?957W '- .i3,73 L4 N435120 E 24M6 L5 N462709 E 31.18 L6 N152850 'E `, 28.01 -° L7 N8625'031 4501 L8 N8842'10'W 30.68 L9 N19V824 W •1740 L 10 N8371732W 16.86 L11 N704849 'w '875 L12 N273045'E 44.81 L13 _ N17n1'10 E 30.21 L14 N403522W 24.18 4458 L15 N44 '05'38W L16 N.327226 E '28 56 L17 N227928 E 3357 L18 N605326 E i 31.92 L19 N1639'09'E 31.02 L20 N07V6'45 W 4G 35 L21 N21 ;853E :3328 L22 N60*04:V E 46.36 L23 N394743E 22.10 L24 N2239 04'.F Jf 67 L25 N495109'E 2.99_ - L26 N4048'06'E 2581 L27 N093756'W 2356 L28 N2772'17 E 3736 L29 N67T1347E 1247 L30 N324821'W 1321 Lai N0239 44 E 5512 L32 N0834 '43'W 44 43 L33 N3526'16 'E 26.33 0 E MAP /0 = 300 f S ALE: 1 4 ' 0 20 40 80 VA iWWl CITY OF RENION - NAYD '988 BA 4S S OFBEARINGS NOO'02` �2'E,OETWEZY SHE MONUMENTS FOUND AT THE EAST QUARTZ ' AND THE NORTHEAST SECTION CORNER OF SEC77ON 10, 70k "VSHIP 23 NORTH, RANGE 5 EASi., W.M. PER K. C.A. S BENCHMARKS PT #19G7 = CHISLED 'O' IN SE CORNER CONCRETE MAIL80X BASE, '.: SIDE 142ND 7 l E. SE., OPPOSITE HOUSE , 12014 EL. 472:66 OR (144.69 METERS:) PT 12119 = BRASS SURFACE DESK AT INTERSECTION S. E. 128TH ST. & 142ND A UE: S.E. EL. 425.42 OR (129.974 METERS) m 7 O N 9 O Z p rn e C z! N E '0 Ui 2 1IL 0 lqt 0 C1_j C14 vq E112, SEC. 10, TWP. 23 N, RGE. 5 E, W M, rL D �J SSW 2 SSW I SSUH 29 5SUH 2 _23 i SSW 23 8" IE 445 78 55co STD. #H, 480 0 STD. MH, 4810 STD Mil 4810 STD. Maid 48 -0 STA. 10*32 1 R S TA. I I -b 06, 4 j STA. 11-1-85, 1.5PT k- 61' R T1 57D. MH, 4810_� 8" CAP PT 5 TA STA. 7 6PT STA. 13*2J, 5 6*61.0, 494 1 Z \-RkM 457bg.,07 STA. 10*77 21L RIM -AA*6R 4,45'7e RIM 42 1. 95. a9 RIM Q,24 RIM 461. 8 417W 20 1 1E *-7� F 8"' D. (CL A SS 52) 8 /t 470.94 EED -410 411.t T -f All STA 0*00.00 QIAV(7.3� 972L W1 71 0, B Y D E_ IN )37 8" If V9 (/�V), 37 10"/f 92 (�N)- ?jF' 10 E 411.71 a En -451.35 8f ND 9 / 10 IE 410 5:S (�Ao- 'OuT)WIl /.,5r OUT 80 If V. 1,90. N, 850605078 *I&W e NE 10TH ST 8'.. If 45036� ',,5TA 0-1-04,.93 KITSAP. AVE Nf 100 IE 10- /f 411.61 TA 24- T T� �s 3 X -62LF 8�"Dt- CONC BLOCKING 24-bJ9,85 STA 10*26.49 NE 107H 7" IF-4 SEE C52J f OR _N 5 HOXIAM ASE NE �7 I�ILE Df S�6*�, �A �1 N ZI N,E- Nf 4, p 114 jy Nf 114 -S TA STa 0- 107.25 NE ZOTH ST PROJECT JERICHO JP� I STA 7-viL-92, BOUNDARY <TRACT C --J 17 NE 10TH ST CA RP)R.- P h TO4L_ f 45x0 10 WDF IJ771 I TYI _ter - p EXIS77NG CITY OF REN TON APOLLO LIFT STA 77ON f0l MH SEWER SHOWN SHADED AND IL DASHED IS TO BE CONSTRUCITDI-Slz'WP'F"-.�Ai��N[I' W/ 0"'n v LAS, I I C _111 D 6 UNDER, Sf -PA RA T4 PERMI T; RIM 4' 8" S 4,177,335 J -23-, V. A h — — — — — — — — — — — — X r:EP; 6 j CONNECT TO 10" D.1 5 TRA�T D Al 10 E 410.00 (APPROX.) I JV1 ZA CONTRACTOR TO VERFIY EX SSW i T__ 24 -SMH RIM 4' PAD g RIM 4,59, 0_-� B Y, D I 2 8 (Ou T) -HE 9' IF E 44 SANITARi f R NEW 10" IE 444. Rl N`� .8506,050 790 4 LIFT STATION TO BE 6 IE 44,4.52� (EX) V U J, AS . /." I PERMITTED AND CORED EXIS77NG MAIVIVOLf HOUSE SHOW AND CONNECT 5E#ff MAN CON57ZICTED BY CONNECT TO elHDPL Qra OMEGA G EN ER A L EX TENSION NTH KOR-N-SEAL 900T 'AIN END RECHANNEL MANHOLf _CESSAR)' By OTHOS AT B CONTRACTORS 3 Fr -f4o. 5 PLUG END 0' X1577NG 04✓7ZET PIPE RAISE EXIS77NG RIM TO EX /STING GRADE I I 11 1W 11 IHA C/ T SOUNDA R Y L IM A & f \A I I I f I IV 11L I I I Ell I I 11111 f n LJJ N3526'16 "E 26.33 L34 N6153'16'E 21.53 L35 NOVO57 W 2280 L36 N8443'. ?9'f 6058 L37 N035623'E 56.07 L38 81195ME J6.41 L39 N0525'02'W 29.13 L40 A(182248 "f 6057 L41 V150'ME 24.86 L42 1V0333a01w 3836 143 1V33"78'41"E 9.57 L44 A(427635E 21.22 L45 1V5938'43 'F 51.47 L46 X397074'_7 23.76 r STD MH :1 48 0 0 91A� 447 N?.69 If KEYMAP I" = Joo't 1_11N� FDFm_ 4-26-07 11-22-05 14711 NE 29th Place Suite 101 Bellevue, Washington 98007 425.885.7877 Fax 425.885.796,' DESIGN C5.03 c> E v d O [9 t0 O M U) O N N rrf Vq O O N o �! Y 2 8 0- a N j m m 1 .. MEN-`, 12" C. O % L' STA 0- (-00.00 NE 10TH ST = STA 24f39.85 HOXIAM A VE NE Mip DO l_i P'i E D'' = : - 11-D-924C , y ` _ . -. ,.. ..L .7 U. a'..3 i..- E )i.:. `'Y:fAT`iy r) D,, WA BEARING D15TANCE L1 N8633'53 E Z O Z y Z K W W O 7 (�y O Z w Q z r ate. L6 N867413"E N a� C.5 y N567435 "E 1525 m m 1 .. MEN-`, 12" C. O % L' STA 0- (-00.00 NE 10TH ST = STA 24f39.85 HOXIAM A VE NE Mip DO l_i P'i E D'' = : - 11-D-924C , y ` _ . -. ,.. ..L .7 U. a'..3 i..- E )i.:. `'Y:fAT`iy r) D,, WA BEARING D15TANCE L1 N8633'53 E Z L2 W 28.8 ?_ W � 79.17 L4 O � LS z ------46.08- L6 N867413"E 19.10 V) N567435 "E 1525 Z Z Z Z W w (6 (ri W t O W 2 a W �c�c�vv N D D V a ` J ` J NN �. n 0 0 0 0 0 w W W g o � m m 1 .. MEN-`, 12" C. O % L' STA 0- (-00.00 NE 10TH ST = STA 24f39.85 HOXIAM A VE NE Mip DO l_i P'i E D'' = : - 11-D-924C , y ` _ . -. ,.. ..L .7 U. a'..3 i..- E )i.:. `'Y:fAT`iy r) D,, WA 0©©'m©ms EXIS77NG'U77LI77ES SHOWN ARE APPROXIMATE: CONTRACTOR SHOULD POTHOLE PROPOSED LINE BEARING D15TANCE L1 N8633'53 E Z L2 N7575'35E 28.8 ?_ L3 N84V729 W 79.17 L4 O � LS 777`53'E "''� ------46.08- L6 N867413"E 19.10 V) N567435 "E 1525 Z Z Z Z W w _1 4 t O rY �c�c�vv a a LU W W W W W 0©©'m©ms EXIS77NG'U77LI77ES SHOWN ARE APPROXIMATE: CONTRACTOR SHOULD POTHOLE PROPOSED LINE BEARING D15TANCE L1 N8633'53 E 2582 L2 N7575'35E 28.8 ?_ L3 N84V729 W 79.17 L4 N877636 °W 21.24 LS 777`53'E "''� ------46.08- L6 N867413"E 19.10 L7 N567435 "E 1525 L8 N3773'17"E 2317 L9 N504700 "E 1360 0 SEC. / - k RGE. 5 E, le CONSTRUCT -W PRESSURE SEWER FNAVAI Wt DA TUM CITY Of RENTON — NA VD 1988 r2 A 0/`I S ®S y� BEAl I ® �,7 N0002�42'E BETWEEN THE MONUMENTS FOUND AT )RE EAST QUARTER AND THE NORTHEAST SEC77ON CORNER OF SEC77ON 10, TOWNSHIP 23 NOR 7H. RANGE 5 EAST., W.M. PER K. C.A.S. PT 11907 = CHISLED 'L7' IN SE CORNER CONCRETE MAILBOX BASE, W. SIDE 142ND AVE. S.E., OPPOSITE HOUSE )72014 EL. 472.66 OR, (144.69 METERS.) PT 12119 = BRASS SURFACE DISK AT IN7ERSEC77ON S.E. 128TH ST. & 142ND AVE S.E. EL. 426.42 OR (129.974 METERS) 14711 NE 29th Place Suite 101 Bellevue, Washington 9:8007 425.885.7877,,,Fax 425.885.7963 i ENGINEERING • PLANNING- 5URVEYING' AIRY A16 CORE J081 01045 C5.04 w tTj d C O O Z �rn O N E N 2 G. r- LO O ih Ln O N N ei bA ri N In L a i ix 0 Z i L 0 a 0 a °o i IN x z ® �o °o z N z � a S 1 I E112, SEC. 10, TWP. 23)V., RGE. 2 1 U N 'I >I�I�I� wwwww W 0 �a Q 11. p 0 0 0 D W Q wwwww o 0 0 00000 w w w w w —1C",1- lalh I Z O cn W S tai 0 CORE 10,91 01045 Ajj C5.21 m a m � O CR a cn 9 � a F-� °z N W ` W VVVW Q W mVVV \ a o 0 N O D V 'I >I�I�I� wwwww W 0 �a Q 11. p 0 0 0 D W Q wwwww o 0 0 00000 w w w w w —1C",1- lalh I Z O cn W S tai 0 CORE 10,91 01045 Ajj C5.21 m a m � O CR a cn 9 � a F-� °z N E C� G a ri 0 ti 0 6 U) 0 N vq °o 0 N J 4 a M - • AM 'o N • r E112, SEC 1 ;ICI N r o �=Z o Zo z r Cn Q � V J n h WWIWWW n m©®m©w, �....... J...�.�... �. .... ....... .... ....... ........... ... z Y. �. ...... ..._... _. CIA I. Q 13" 1 i Q Z Z Z Z Z W m©®m©w, �....... J...�.�... �. .... ....... .... ....... ........... ... z Y. �. ...... ..._... _. . ®® _.... ..... ... _.. ... ...................................... I. 0 ........................... 0> Z Z Z Z Z W I t t 000 0 �ziz� . .. .. .. . . . . . . . ......... .. . . Washington 8007 Bellevue, W g 9 . . . . . . . . . . . . . . .. m©®m©w, �....... J...�.�... �. .... ....... .... ....... ........... ... ........... ....... Y. �. ...... ..._... _. . ®® _.... ..... ... _.. ... ...................................... I. ........................... ....... ....... ........ 14711 NE 29th Place Su 101 . .. .. .. . . . . . . . ......... .. . . Washington 8007 Bellevue, W g 9 . . . . . . . . . . . . . . .. . . . . . . . . . .. .. .. . . : . . . . . . . . 425 . . . . . . . 415 . . . . ........ . . . . . . . . . . 425-885.7877 Fax 425.885.7963 'Co _...... ......... ....... ................. . DESIGN s GN _.. ........ ......... ......:.............. __ ..... ............. . EX /STING PROFILE ELEI!A TIDN (TYPE .. i- PROFILE ELEI/ATION' TYP PR4POSE0 ..... . ....... (. .... fX /SING PROFILE ELF�A:TION;( ,...1 :::...:PROPOSED)PROF f .. /LEE .1/AIION (T1�P�:... . PLANNING- SURVEYING ....... ..:.....,.... ..... ,.0.:....... / ENGINEERING . tz o . ....... .... ......... ® , 2 3 4 10 11 12 CORE ✓0e1 01045 A3 O 0,522 M h7 a bo °a o� o, y oz �a c 0 z N CL m 0 0 Ln 0 CI N ei V4 0 O i 0 a c 0 E1 /2, SEC 10, P. 23 N„ R E E. W. . . . . . . . . . . . . . 420 . , . . . . . . . . . : : : : : I' : :fir . �- 11 �y + ......... ................:.............. .......... ........:. .......... .........................:..... ...............'........... . 0:. . . . . . . ........ ...:.... :. ....,.... — _ .................._ ............ .. .... 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C5.23 E N a 0 ri LO 0 N N O O w o Eilz SEC, i0, 7wp. 23 N,9 / ®OAE. 5 E., w m /lh N o w�� 2 QJQ Z Lp O � o Boa ZW N w W W � � Z Z y LL W W W W W Q ola�a�Oil lol ... .. .... .. .. ....... ...... ... ... . ... ' ... �c .....\. 1 W `C Z O '\. ...... ... ...... . . . . . . . . W h h h h O = . �\. h ......... ...... . . . . . . . . . t t j � t j � Z 3 .... ...... �'.� h vi�3ivv h w o Eilz SEC, i0, 7wp. 23 N,9 / ®OAE. 5 E., w m /lh N o w�� 2 QJQ Z Lp O � o Boa ZW N w W W � � Z Z y LL W W W W W Q ola�a�Oil lol I©©©©n■ 0 m P'AI !*j N !v 11 CORE JOB/ 01045 C5.24 G a m �o �o a �a oz 0 �a C ... .. .... .. .. ....... ...... ... ... . ... ' ... �c .....\. 1 W `C Z O '\. ...... ... ...... . . . . . . . . W h h h h — = . �\. h ......... ...... . . . . . . . . . t t t I t �j''�i .... ...... �'.� h vi�3ivv h h h h �i . . . ci rrA _....._ .... . . ° l �3� . . . . .......... ...... ....................... I ...... ............ ................... .......... I ........ ......... ................................ ................. .. . . ................ p W p W p W p W p W S � S I©©©©n■ 0 m P'AI !*j N !v 11 CORE JOB/ 01045 C5.24 G a m �o �o a �a oz 0 �a C ... .. .... .. .. ....... ...... ... ... . ... ' ... �c .....\. 1 W `C '\. ...... ... ...... . . . . . . . . W ..... I! . . . . . . .' Vim; h . . . :z . h .� . �\. h ......... ...... . . . . . . . . . J . �� :.Q.... 'R�� , Q �� �LSI���. Q �..... _........... _...... �j''�i .... ...... �'.� I, '� ...... . . . . . . . . . . . . ...... . . . . . � �i . . . ci rrA _....._ .... . . ° l �3� . . . . .......... ...... ....................... I ...... ............ ................... .......... I ........ ......... ................................ ................. .. . . ................ I©©©©n■ 0 m P'AI !*j N !v 11 CORE JOB/ 01045 C5.24 G a m �o �o a �a oz 0 �a C E a ti 0 M Ln 0 N N ion 3; a °o i mmm J 8 Z � Z i Alb. Ak ffitff Z? Q a ��N 2 THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE L /M17ED TO'8.•30 AM TO 3.•30 PM ON ASEKDAY.S UNLESS z 0 OTHERWISE APPROVED- IN WRI77NO BY THE DEPARTMENT OF PUBLIC WORKS AT 425 -430 -7200. ALL STREET CLOSURES, W DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE N077RED 24 HOURS IN ADVANCE. Z W Z W LS g . Ci L4 W 2 U' 0 N 0 W Y 0 0 V 4. ALL LOCA7ONS OF EXIS77NG U77LI77ES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY t w W W W Q 0 0 0 o `o �3v;�S 6 CONTRACTOR IS SOLEL Y RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE i�3c3 SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION S( If 7 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. c" PLANS. a 9 A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVERI CONSTRUCTION lS IN PROGRESS. z MORTAR 0 W 0 W 2- W 2- W o o�o�olol m ^IIN 11-,1 '14.11,11 SA NITA R Y SEWER NO TES 1/2, SEC. L ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND 5PECIFlCA77ONS OF THE CITY OF RENTON U77LITY DEPARTMENT AND THE LA7FST EDI77ON OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS. 2 THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE L /M17ED TO'8.•30 AM TO 3.•30 PM ON ASEKDAY.S UNLESS z 0 OTHERWISE APPROVED- IN WRI77NO BY THE DEPARTMENT OF PUBLIC WORKS AT 425 -430 -7200. ALL STREET CLOSURES, PAR77AL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE N077RED 24 HOURS IN ADVANCE. Z W Z W Z W Z W Z W w 4. ALL LOCA7ONS OF EXIS77NG U77LI77ES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY t 5 A PRE- CONSIRUC77ON CONFERENCE AND A 24 HOUR N077CE SHALL BE REQUIRED PRIOR TO STAR771VG NEW � 0 0 0 0 0 �3v;�S 6 CONTRACTOR IS SOLEL Y RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE i�3c3 SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION S( If 7 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8 PLANS APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE- OVER ALL OTHER PLANS. a 9 A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVERI CONSTRUCTION lS IN PROGRESS. z MORTAR 0 W 0 W 2- W 2- W W 0 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHL Y TAMPING EACH LA YER TO 959' OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAME7ER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER THE PIPE SHALL BE THE SAME AS DESCRIBED. 12 OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXIS17NG TRAVELED ROADWAY SHALL BE RACKFILLED WITH CRUSHED ROCK AND MECHANICALL Y COMPACTED. CUTS INTO EXIS17NO ASPHAL T SHALL BE NEATLINE CUT WITH A SAW IN A 6 CON17N000S LINE. A TEMPORARY COLD MIX PATCH MUST BE PLACED IMMEDIA TEL i' AFTER BACKFILL AND COMPACTION. A ^IIN 11-,1 '14.11,11 SA NITA R Y SEWER NO TES 1/2, SEC. L ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND 5PECIFlCA77ONS OF THE CITY OF RENTON U77LITY DEPARTMENT AND THE LA7FST EDI77ON OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS. 2 THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE L /M17ED TO'8.•30 AM TO 3.•30 PM ON ASEKDAY.S UNLESS OTHERWISE APPROVED- IN WRI77NO BY THE DEPARTMENT OF PUBLIC WORKS AT 425 -430 -7200. ALL STREET CLOSURES, PAR77AL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE N077RED 24 HOURS IN ADVANCE. 3. ALL CONSTRUC7ION SHALL BE IN ACCORDANCE W/TH "STANDARD SPECIRCA77ONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY THE WASHINGTON STA 7E CHAPTER AMERICAN PUBLIC WORKS ASSOC /A77ON (APWA), LATEST ED177ON AND THE CITY OF RENTON STANDARD SPECIFICATIONS. 4. ALL LOCA7ONS OF EXIS77NG U77LI77ES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY 77E TRUE AND CORRECT LOCA77ON SO AS TO AVOID DAMAGE OR DIS7URBANCE. 5 A PRE- CONSIRUC77ON CONFERENCE AND A 24 HOUR N077CE SHALL BE REQUIRED PRIOR TO STAR771VG NEW CONS7RUC77ON. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE A, LL NECESSARY PERMITS PRIOR TO STAR77NO CONS7RUC770N. JNSPEC7701V W/LL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CI7Y OF RENTON). IT SHALL BE THE CONTRACTORS R SPONS/BILITY TO N077FY THE U77LITY DEPARTMENT 24 HOURS IN ADVANCE OF SACKF /LLING ALL CON57RUC77ON. 6 CONTRACTOR IS SOLEL Y RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION S( If 7 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8 PLANS APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE- OVER ALL OTHER PLANS. 9 A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVERI CONSTRUCTION lS IN PROGRESS. MORTAR 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUIL T DRAWING OF THE SANITARY SEWER SYSTEM FILLET WHICH HAS BEEN STAMPED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDcS OF THE PIPE IN LAYERS WITH A LOOSE A6RAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHL Y TAMPING EACH LA YER TO 959' OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAME7ER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER THE PIPE SHALL BE THE SAME AS DESCRIBED. 12 OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXIS17NG TRAVELED ROADWAY SHALL BE RACKFILLED WITH CRUSHED ROCK AND MECHANICALL Y COMPACTED. CUTS INTO EXIS17NO ASPHAL T SHALL BE NEATLINE CUT WITH A SAW IN A 6 CON17N000S LINE. A TEMPORARY COLD MIX PATCH MUST BE PLACED IMMEDIA TEL i' AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITH1,1 10 DAYS AND SHALL SE PER CURRENT CITY OF RENTON STANDARDS. 13 DA7UM SHALL BE CITY OF RENTON, NA VD 1988 (METERS) AND NAD 1983/1991 (,1EIfRS) 14. ALL DIS7URSED AREAS SHALL BE SEEDED AND MULCHED OR 0 THER P✓ISE STABILIZED TO THE SATISFACTION OF THE DEPARIME'VT FOR THE PREVEN7ON OF ON -SITE EROSION AFTER ?HE COMPLETION OF CONSTRUCTION. 1 15 ALL PIPE AND APPURIFNANCES SHAL._ 6z LAID ON A PROPERL Y PREPARED FOUNDA 17CIV IN ACCORDANCE WITH SEC17ON 7- 02.3(1) OF THE CURRENT STA If OF WASHINGTON STANDARD SPECIRCA 1701VS FOR ROAD AND BRIDGE CONSIRUC70N. THIS SHALL INCLUDE NECESSARY LEVELING OF 77T 'BENCH BOTTOM OR THE TOP OF THE FOUNDA70N MATERAL AS WELL - AS PLACEMENT AND COMPACTION OF REQG,20 BEDDING MATERIAL TO Ult:'FORM GRADE SO THAT THE EN7I1E LENGTH OF PIPE WILL BE SUPPORTED ON A UNIFORML Y DENSE UNYIELDING B/!SE: PIPE BEDDING SHALL BE PEA GRA VEL 6" ABOVE AND BELOW 77E PIPE. 16. SANITARY SEMER PIPE SHALL BE POL YVINYL CHLORIDE (PVC) RUBBER GASKETSD ASTM D 3034, S,)R 35; C900, OR DUCTILE IRON CLASS 50. SANITARY SEWER FORCE MAIN TO BE CEMENT LINED DUC17LE IRON PIPE CONFORM /NG TO LATEST R WSION OF AWWA C110 & C111, THICKNESS CL. 52. 17 IN UNIMPROVED AREAS, MANHOLE T( EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 19" ABOVE FNISHED GRADE. IN PA 1/ED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS -0 MA TCH P.414NG. 18 ALL SANITARY SEWER IMPROVEMENTS SHALL BE C0NS7RUC7ED IN ACCORDANCE WITH THESE APPROVED FANS. ANY DEWA 170N FROM THESE PLANS WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND APPROPRIA 1F PUBLIC AGENCIES. 1 � L OCA 17ONS Of - ROADWA YS, BUILDINGS ANO PARKING AREAS SHOWN HEREON ARE APPROXIMA TF FOR DIMENSIONED LOCA1ONS OF THESE IMPROVEMENTS, REFER TO THE ARCHITECTURAL SITE PLAN. IMPROtEMENT AND STRUCTURE LOCA1ONS SHALL BE FIELD SET BY THE ENGINEER AS rEQUIRED. 20. ALL MANHOLES SHALL BE PER THE CITY OF RENTON STANDARDS AND SPECIFICATIONS. ALL MANHOLES SHALL HAVE A M /NIMUM 0.10 FOOT TO MAXIMUM 1.0 FOOT DROP BETWEEN INVERT IN AND INVERT OUT ALL MANHOLE COVERS S: -ALL BE ADJUSTED TO FINISH GRADE PRIOP TO FINAL PAVING OR LANDSCAPING. 21. ALL TRENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 959' OF THE MAXIMUM DRY DENSITY' F'�_k ASTM D- 1557 -70 (MGDIFIEJ PROCTOR), FOR THE FIRST THREE FLET ABOVE THE PIPE. 17:E REMAINING BACKFILL MAY BE 70 x`09 IF NOT IN AN AREA OF FUTURE PA VEMENT OR STRUC7URAL FILL. 7RENCH BACKFILL AND COMPACTION SHALL BE COMPLE D PRIOR TO T 577NC LINES FOR LEAKAGE. 22. ALL SIDE SEWERS SHALL BE A MINIMUM 6" DIAMETER AND HAVE A MINIMUM SLOPE OF 2.01 PROPERTY /L.OT CORNERS AND10" BUILDING LOCATIONS AND FINISH GRADES :SHALL BE ESTABLISHED IN THE FIELD PRIOR TO ANY SEWER CONSTRUC770N. SIDE SEWER TTZ STA DONS ARE REFERENCED FROM INE NEAkEST DOWNSTREAM MANHG L: THE CON77MCTOR SHALL MAINTAIN ACCURAIF AS -BUILT RECORDS OF ALL SIDE SEWER LOCATIONS. ALL SIDF SEWERS SHALL BE TESTED AT THE 77ME OF MAIN LINE 7ES77NG. PIPE MATERIAL SHALL BE 0900 FOR DEPTHS JVER 15' 23. ,.?SERE A WATER MAIN CROSSES ABOVE THE SAN ITARY SEWER, AND LESS THAN 3'0" JF VER77CAL CLEARANCE EXISTS BETWEEN THE TOP OF SEWER AND BOTTOM OF WATER MA /N, THE SEWER SHALL BE CONSTRUCTED OR RECONSTRUCTED WITH DUC77LE IRON PIPE (CLASS 50) FOR A MINIMUM HORIZONTAL DISTANCE OF 10' ON EACH SIDE OF THE EATER kAIN CROSSING. 24. SANITARY SEWER MAIN LINES (8" DIAMETER AND LARGER) SHALL NOT BE CONSTRL�CIED ANY CLO, E? THAN 10 FEET TO ANY BUILDNG OR 5 FEET TO ANY CARPORT. 101 23N., RGE. 5 E, , M. MANHOLE FRAME AND COVER SEE DRAWING BR29 ADJUSTMENT (4" MIN.) CONE RUBBER GASKETTD JOINTS IN ACCORDANCE WITH ASTM C -443 STEPS - 3/4" DEFORMED BAR SIFPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. MAX. PIPE SIZE - 21" I.D. LADDER -S7D. ALUMINUM OR GALVANIZED STEEL CONCRETE SHELF PRECAST BASE SEC77ON OR CAST IN SHELF. NOTES.• STEPS TO BE 314" 0 DEFORMED BAR GAL V4NIZED SAFETY STEPS OR EQUAL. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SEC77ONS ARE INSTALLED 3. C1 S77NG- TO BE PER DRAWNG BR2 -' 4. MANHOLE SEC7701VS TO BE OF REINFORCED i�'RECAST CONCRETE 5. ALL JOINTS SHALL BE GROUTED. 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATTWO, WASSER MC- CONSEAL OR APPROVED EQUAL; COLOR CF COA77NG SHALL BE WH17F 7. RUBBER GASKETFD JOINTS SHALL BE IN CONFORMAN ^E WITH ASTM C -443. 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 314 THE INSIDE DIAMETER OF THE LARGEST PIPE. 9. COIVNEC77ONS TO MAN'IOLE SrIALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. SANITARYMANHOLE TYPICAL DETAIL NO SCALE 1/2 PLUG AS neii 25. NEW CONNEC77ONS TO EXISRNG FACIL177ES SHALL BE SEALED OFF UN77L UPSTREAM CONS7RUC770t.' IS FIN /SHED, TESTED, STAINLESS CLEANED AND ACCEPTED. ALL CONSIRUCIIOPJ DEER /S AND WATER SHALL BE REMOVED PRIOR TO OPE, ":' <NG THE SEAL. ALL STEEL STRAPS 1TS77NG SHALL BE IN THE PRESENCE OF, I CITY OF RENTON INSPECTOR. 26. PRIOR TO ACCFPTANCE OF COIVSTROC77ON AND /OR ISSUANCE OF OCCUPANCY PERMITS, ENGINEER /SURVEYOR- CER77F✓ED AS -BUIL T DRAWINGS MUST BE PREPARED OF ALL SANITARY SEWER FACILI77ES. 27. INSTALL FALL RESTRAINT SY57FU IN ALL SANITARY SEWER MANHOLES OVER 20 FEET DEEP. FALL RESTRAINT SYSTEM SHALL BE "SURE7RACT CLIMBING AND FALL PROTEC770N SYSTEM; AS MANUFACTURED BY VILLER FALL PR07EC77ON" 8" 7FE �. NOTES- 1. ALL PIPE SHALL BE SIMILAR MA ]TRIAL AS MAINLINE. 2 STAINLESS STEEL STRAPS SHALL HAVE A MAXIMUM SPACING OF 18" STRAPS SHALL BE ATTACHED U77LIZING STAINLESS SIEEL EXPANSION BOLTS, MIN. 2 EACH AT CONNEC77ON POINTS. 3. FOR MANHOLES 1 AND 2, THE CONTRACTOR HAS THE OP77ON OF ALSO USING AN OUTSIDE DROP PER C.O.R. 57D. PLAN B075 i NO SCALE R/W I 10' MIN. I 6" BUILDING SEWER PIPE I TEE WITH 6" SIDE OUIZET I CLEANOUT -SEE DETAIL LEFT 2 "x 4" STUD SERVICE MARKER PAINT UPPER POR77ON WHITE AND LABEL "SEWER" WITH 3" HIGH BLACK LETTERS WRAP 16 W/RE AROUND THE PIPE, EX7FND IT TO FINISH GRADE AND ATTACH IT TO THE 2x4" S7UD. SIDE SEWER DETAIL-/ NO SCALE 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. 1.•3.•5 MlX CONCREIF �`° 00T BLOCKING /�P�,. 25 / PNG�E W►0�KING M ►N MAX. GREG 6 CON ' V /N SLOPE_ \-/ 6" SIDE CU7LFT TEE T SEWER MAIN � zsH E ER MA // CONCRETE BLOCKING ;ANGLE' OF 7FE AT MA /N OVER 25' TYPICAL SIDE 5EWc,? ELEVA.70N ELEVA 77ON i momm ■ mm I,, ml ffil 1 -1/4'1 111 112,, r-2" 7„ 7 -3 4" 8" 15" CAST IRON RING AND COVER NOTE UNLESS OIHERWSF_ SHOWN ON P! AN, SIDE SEWER SHALL HA VE A MINIMUM 4 COVER AT PRO, "LRTY' LINE OR 3-5'j LOWER THAN THE LOWEST HOUSE ELEVA770N, WHICHEVER IS LOl4En'. UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CASi- IRON SAD&t SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNEC77NG NEW SIDE SEWERS TO EXIS77NG MAIN. VITRIFIED CLAY, PLAIN AND REINFORCED !CONCRETE, D.L RIPE AND Cl.. PIPE SEWER MAINS ARE' TO BE CORE DRILLED SIDE SEWER DETAIL -# NO SCALE 3/4 "SQUARES SPACED 3/4" AS INDICATED HT. 1/8" 1/2" 1T RAISE -1/2" WIDE BORDER NOIF IN UNIMPROVED AREAS POUR It 0" THICK 2'O" SQUARE CONCRE7F CLASS 3000, 'PAD AROUND RING AND COVER. IN ASPHAL T ROADWAYS RESTORE AROUND CLEANOUT RING AND COVER AS REQUIRED BY STANDARD DETAIL DRAWNG BR36 5 /g» 2 -, PIPE MATERIAL AS SPECIFIED BY THE ENGINEER �I 1 10 12 it - FIBER 0 /NT - PACKING 45'(118) BEND -� 6 INCH OR 8 INCH CLEAN -OUT C. O.R. STD DWG. BW -18B NO SCALE 9, n„ I) I PLUG TO BE SEALED --n-- IN SAME MANNER AS MAIN SEWER JO /NIS.' s 3 w CONCREIF CLASS 3000 4 -3/4" 14711 NE 29th Place Suite 101 Bellevue, Washington 98007 425.885.7877 Fax 425.885.7963 C5.31 R a rn CD d °y o Z �rn o� C 0 N .GENERAL AND SPECIAL.NOTES TO CONSTRUCTION O (DELETED) ' - I _® CITY OF RENTON TO. PERFORM CONSTRUCTIDN INSPECTIONS AS REQUIREB PER CITY -0F RENTON STANDARDS. - � I 3(} H -20 RATINGS ALL STRUCTURES, MANHOLES, VAULTS, HANDHOLES, LIDS, COVERS, AND ACCESS HATCHESINSTALLED ON THIS PROJECT SHALL BE H. -20 TRAFFIC RATED. ® FORCE MAIN TO HAVE POSITIVE SLOPE AWAY FROM VALVE VAULT FOR FULL LENGTH.OF FORCEMAIN.- I V � R T H W � R D - t'� WETWELL ISOLATION VALVE - -10' FL RESILIENT SEAT GATE VALVE WITH .OPERATOR ,EXTENSION -TO WITHIN 3' OF GRADE. PROVIDE VALVEBOX IN TOP SLAB. � \ n � ©8' SCH. 40 PVC WETWELL VENT. TERMINATE AT GRADE WITH 8'. SS RISER'AND SCREENED END GOOSENECK. SECURE 6 "SS TOCONCRETE COLLAR. FINISH COLLAR 6' ABOVE GRADE. - W � � V � VV ❑ ❑ � I� 1 � T � I � T 1 ❑ � ®YAGI ANTENNA ON 2.1/2' GALVANIZED PIPE MAST Q2'> WITH LADDER BRACKET. REDUCE TO 1' GALVANIZED FOR ANTENNA MOUNT: - ® MCC ON 3' -9' x LENGTH AS REQUIRED x 1' CONCRETE.PAD, #4 REINF. @ 12' EW, 4' ABOVE GRADE. / Q 11/2 SUMP PUMP DISCHARGE LINE —(SCH. 40 PVOI.S. VAULT) WITH CHECK VALVE, UNIDN, &ISOLATION VALVE (SCH: 80 PVC O.S. VAULT). C N 7• wq ' -� 4' DIA. GALV.: PIPE BOLLARD - 3' BURY - 3' ABOVE GRADE. PAINT. SAFETY YELLOW. _ � iQ AREA INSIDE ELECTRICAL HANDHC]LES AND WETWELL.REQUIRES EXPLOSION -PROOF ELECTRICAL WIRING AND EQUIPMENT PER ELECTRICAL CODE, pQO - ®ALL FLANGED CONNECTIONS ZN WETWELL TO HAVE S S FASTENERS. DRAWING INDEX DRAWING NAME SHEET COVER SHEET 1 SITE PLAN 2 SITE PLANNOTES 3 CAST IN PLACE LS LAYOUT, PLAN VIEW 4 MECHANICAL ELEVATION, VIEW AA 5 MECHANICAL ELEVATIDN, VIEW BB 6 MECHANICAL PLAN 7 MAINTENANCE PLATFORM 8 MATERIALS LIST 9 MATERIALS LIST, CONTINUED 10 ELECTRICAL - PWR &SIGNAL CONDUIT DIAGRAM 11 FURNAS MCC ENCLOSURE LAYOUT- 12 CINE -LINE DIAGRAM 13 PUMP1 ELECTRICAL SCHEMATIC 14 PUMP2'ELECTRICAL SCHEMATIC 15 TRANSFER PUMP ELECTRICAL SCHEMATIC � 16. MATERIALS CREFERENCESHEETS 5 THROUGH 8). Ql SUBMERSIBLE PUMP - 4',25 HP, 480V, 3PHASE ;650 GPM @ 82' TDH . FLYGT- MODEL- NP3171 PONE PUMP WITH.RECIRCULATIDN /. FLUSHING VALVE), WITH 256 mm IMPELLER. PROVIDE SS LIFTING CHAINS FOR EACH PUMP. (PROVIDE INITIAL PUMP WITH 224mm IMPELLER 350 GPM @ 67' TDH) Q 4' FL QUICK DISCONNECT PUMP BASE AND DISCHARGE ELBOW. FASTEN TO C[NCRETE BOTTOM SLAB WITH 3/4' SS ALLTHREAD AND HILTI HY150. Q3 6' FL x FL DI PIPE - LENGTH AS REQUIRED. EPDXY PRIME AND FINISH COAT. ®6x6'FL90ELL Q 6' FL x PE DI PIPE W/ WALL RING - LENGTH AS REQUIRED. EPDXYPRIME AND FINISHCOAT IN WETWELL AND VAULT. ©6' MJ SLEEVE Q 6' FL CHECK VALVEWITH LEVER &WEIGHT CM &H MODEL NO. 159). FUSION BONDED EPDXY COATED INSIDE AND OUT. ® 6' FL x FL DI PIPE - 2' -0. EPDXY PRIME AND FINISH COAT. QQ 6' FL PLUG VALVE WITH OP NUT (M &H 18201, PROVIDE ONE OP HANDLE. FUSION BONDED EPDXY COATED INSIDE AND OUT. Qo 6' FL 45 ELL 6' FL TRUE WYE ® 6" FL MAGNETIC FLOW METER W/ 30' CABLE - REMOTE MOUNT READOUT DEVICE IN RTU SECTION OF MCC. SIGNAL CONVERTER INCLUDES INDICATOR, TOTALIZER, ANII PROVIDES 4 -20mA AND SCALED DIGITAL PULSE OUTPUTS, (SIEMENS MODEL NO. MAG3100W /5000). ® (DELETED.) ® 6' FL x PE DI PIPE - LENGTH AS REQUIRED -EPDXY PRIME AND FINISH COATS. ® 10' FL x PE DI PIPE - LENGTH AS REQUIRED, 45° BEVEL ON PE -EPDXY PRIME AND FINISH COATS. ® 10' FL TEE - INSIDE DROP CONN © 10' FL x PE DI PIPE -EPDXY PRIME AND COAT INSIDE WETWELL. �� T. W,q QQ o �O F' 2 � .o ,�a eCl91'EgSQ l,�' piVAL �� EXPIRES i- 'zb -OS n c�aen � aaiuc �. •. Wes. ALL WIRE TO'BE.COPPER CONDUCTOR. INSULATION TO BE SUITABLE TO APPLICATION PER NEC. �eppS.�g441.�' G SUBMITTAL INFORMATION FOR EQUIPMENT SHALL BE PROVIDED TO THE CITY OF RENTON FORTHEIR REVIEW AND APPROVAL. AL� ®BUCTILETRON PIPE TO BE CLASS 52 WITH DUCTILE IRON FITTINGS. RES 7 -26 -og ©PROVIDE.PADLOEKS FOR HATCHES TO MATCH EXISTING CITY SECURITY SYSTEM. � ( t©PRESSURE TEST FORCEMAIN AT 150 PSI. PRESSURE TEST PIPE ANB FITTINGS.WITHIN VALVE VAULT AND WETWELL i ITEM COATING. r PIPING IN WETWELL SSPC -SP -10 (WHITE BLAST), COLOR 'GRAY - WHITE,' 2'COATS TNEMEC SERIES 66HI -BUILD EPDXOLINE�: 3 -Stull DFT <EACHCOAT). INTERIOR OF WETWELL COAT WITHRAVEN 405 EPDXY WITHA-10 PRIMER TOELEV. 412'. SURFACES ABCIVEELEV. 412' TO BE COATS ➢ - WITH- WASSERCOATING PER CITY OF RENTON MANHOLE STAN ➢ARDS, PIPING IN OVERFLOW STRUCTURE SSPC- SP- SOCWHITE BLAST),COLOR 'GRAY- WHITE.' 2 COATS TNEMEC SERIES 66 HI -BUILD EPDXOLINE, 3 -5 mll DFT (EACH COAT). INTERIOR OFOVERFLOW STRUCTURE ALLSURFACES TO BE COATED W/ WASSER COATING PER CITY OF RENTON MANHOLE STANDARDS. - �' EXTERIOR OF'OVERFLOWSTRUCTURE TWO COATS SONNEBORNE HLM 5000. _ EXTERIOR OF VALVE VAULT TWO COATS SONNEBCIRNE HLM 5000 N w PIPING IN VALVE VAULT SSPC -SP -6 (COMMERCIAL BLAST), COLOR "NEAR: BLACK.' 2 COATS TNEMEC SERIES 66 HI- BUILDEPDXOLINE. 3 -5 m!l DFT, (EACH COAT), O� q INTERIDR OF VALVE:VAULT ONECOAT SERIES.66,4 -6 mils DFT. 1 COAT 73 URETHANE, 3= S.mlls.. WALLS AND,CEILING ONLY.. pTx CITY OFRENTOMTO DEVELOP A COLOR SCHEDULE FOR PAINTED ITEMS. ,,� � �. 3 SETS OF OPERATION & MAINTENANCEMANUALS TO.BE PROVIDED. 'PO "PdQ�gS�l,$Ww� , ® STARTUP AND TRAINING OPERATION TO BE PERFORMED IN. THE PRESENCE OF THE OWNER AND /OR THE.OWNER'S REPRESENTATIVE. �`"', �G ®` ONE SETOF AS- CONSTRUCTED DRAWINGSTO BE PROVIDED TO.CITY OF RENTON ENGINEERING DEPARTMENT. ��� '7 -�` og l�' LIFT STATION STARTUP AND TESTING SHALL BE PERFORMEDBY CONTRACTOR TO.DEMONSTRATEFULL OPERATIONOF FACILITYBEFORE ACCEPTANCE BYTHE CITY OF RENTON. ® POLE- MOUNTED YARD LIGHT -- PROVIDE BASE PERMANUFACTURER'S REQUIREMENTS. SEEELECTRICAL DRAWING. � CONNECT3 /4' CUWATER SERVICE TO PROPERTYLINE. ®. INSULATED HOTBOX, HOTBOXCMFR }MODEL HB 075rFOR WATER SERVICE BACKFLOW PREVENTER ON 28'x20'x8' CONCRETE PAD. #4 REINF. @.12' E.W., 2'ABOVEGRADE. °��+� srml wEDGEwooD uFi_sTATIGN - PROVIDEDEDICATED RECEPTACLE AND HEAT TAPE. ��omW � *� °° .aE'Stil.� WEDGEWOOD LIfT STATION _ � arY of s � os �„ �� aTY of °Y311'� RENTON saai NE iorN sT - - - � RENTON saoi NE ioTH sr. -as �,. � ns e�Lr s -us �� ' �' �.� oss c� �sw � s cw �m,� •'�, n :ma �� R,�a,y oR Wxu rssuc v os cw ..��. �� cww�a/eunaMw/wak waa aM. � � ~ ° i �� COVER AND_INDEX 141.26 ,_. � e.� SITE PLAN NOTES wtE �e -� ®SO' FL.GATEVALVE- .RESILIENT SEAT WITH VALVE BOX CAST INTO TOP MATERIALS C[]NT'D (REFERENCE SHEETS 5 THROUGH 8) SLAB AND GALVANIZED OP NUT EXTENSION'WITH TWO INTERMEDIATE- - ®7'6 x 7'0 ALUMINUM DOUBLE -LEAF HATCH, H -20 RATED. GASKETED, WITH RECESSED ®FRP LADDER: 2' SO SIDE RAILS, 1 3/8° TUBING RUNGS, &FRP CLIPS W/ S.S. SUPPORT BRACKETS (M &H MODEL NO. 4067 -13>. .PADLOCK PROVISIONS, AND. SPRING - ASSIST OPENING. CLW- PRODUCTS} PROVIDE HARDWARE, FURNISH BILCO'ALUMINUM LADDER -UP. ®10' SEWER: BY OTHERS. STAINLESS STEEL SAFETY CHAIN AT EACH OPEN END OF ACCESS HATCH. ALL HARDWARE &.FASTENERS IM WETWELL SHALL BE TYPE 316 STAINLESS STEEL. ®.CDELETEDJ ®.SUMP PUMP - 1/2 HP,120V, 1 PH. SEE SHT 11 NOTE 9, ®3/4' x 50'HOSE, ADJUSTABLE BRASS NOZZLE, AND GALVANIZED HANGER RACK. ©6' FLCOUPLING ADAPTER WITH TWO ANCHOR PINS. ®11/2 PVC DISCHARGE.LINE WITH.CHECK VALVE, ISOLATION VALVE, AND: DISASSEMB_ LY UNION. :SCH 40 I,S,1 SCH 80 U,G PROVIDE DROP PIPE INSIDE ®0 -60 PSI PRESSUREGAUGE WITH DIAPHRAGM SEAL AND ISOLATION VALVE. ®(DELETED) WETWELI WITH SS STRAP. - PROVIDE COPPER PIPING WITH ISOLATION VALVE TO CONNECTION POINTS ®8' PVC SCH 40 VENT �� I ON DISCHARGE PIPING. - SUBMERSIBLE PUMP - 4'; 2,2 HP, 480V, 3 PHASE, 400 GPM @ 11' TDH . FLYGT .LINE 8'SS GOOSENECK WITH SCREENED END AND I2' SQUARE BOTTOMFLANGE. PROVIDE 16' ®CONCRETE THRUST' WALL - #4 @'12' E.W: T'0'MIN. THICKNESS, F'c 3KSI. MODEL NP3085 -463X WITH 136 turn IMPELLER, PROVIDE FLYGT GRIP EYE SYSTEM. SQUARE x 1' THICK CONCRETE BASE, COVER 8' PVC -VENT STUB -UP AND FASTEN T❑ 4 - #4 DOWELLS WITHHY150 HILTI TO VAULT. ®4'FL RUICK DISCONNECT PUMP BASE AND DISCHARGE ELBOW. BASE SLAB: - ®6' STAND -ON < NODEL NO. S92> PIPE SUPPORT, FASTEN TO FLOOR SLAH, FASTEN TO CONCRETE BOTTOM SLAB WITH 3/4' SS ALLTHREAD AND HILTI HY150. ®UNIHOIST CORE MOUNT SLEEVE TO MATCH CITY OF RENTON MAN - REMOVAL EQUIPMENT ®(DELETE ➢J (MODEL NO.ZX 10109WITH MODEL ZX 10552:CAP). INSTALL PERMANUFACTURER'S RECOMMENDATIONS. - - ®6' PVC PIPE STILLING WELL FOR TRANSDUCER - BEVEL TO FIT FILLET SLOPE. ATTACHBACKUP FLOATS (ANCHOR SCIENTIC M[1DEL.SSONO) TO STILLING.WELL ®.CDELETEDJ ® I6' WIDE ALUMINUM.LADDERWITH 2' x 3/8' SIDERAILS - LENGTH AS REQUIRED, - WITHS,S. CLAMPS: PROVIDE FIBERGLASSUNISTRUT ATTACHED VERTICALLY TO HANDRAIL. CLAMP FLOAT TO STRUT WITH STAINLESS STEEL CLAMPS. FURNISH:BILCO ALUMINUM LADDER -UP. ?'i ®ALL BACKFILL AROUND VAULT AND WETWELL STRUCTURE TO BE COMPACTED TO 95%. ® ROLL -OUT SAFETY NET (SAFE APPROACH MODEL 121 >, ® FIBERGLASS DECKING DOUBLE 8 x 2 1/4' CHANNEL SUPPORT MEMBERS AND 1 1/2' GRIT SURFACED GRATING - ALL:GRAY IN COLOR: 1/2' S.S. ANCHORS. ®ALL FASTENING HARDWARE IN WETWELL AND STORAGE WELL TO BE 316 STAINLESS STEEL. ®,14' WIDE FRP RETRACTABLELADDER TO LOWERLEVEL - LENGTH AS REQUIRED (PER FINISHED EDGE CMFG> DETAIL.) SUPPORT 8' CHANNELS WITH ANGLE � FROM DECK TO FILLET LEVEL 2' x 1/4' SO FRP TUBING SIDE RAILS AND 1.3/8'. FRP CLIPS AT INTERIOR WETWELL WALLS. ®CDELETEDJ TUBING RUNGS PER F.E. DESIGN: PROVIDE 4 S.S. GUIDES AND 1 S.S HANGAR; ALL WITH S.S. ANCHORS. FILLET SHALL HAVE LEVEL AREA AT BASE OF LADDER TO ACCOMODATE ®EXPLOSll7N -PROOF LIGHT - 200W -SEE ELECTRICAL DETAILS. ®4' SCH 40 PVC PIPE - LENGTH AS REQUIRED. MAINTENANCE WORKER ACCESS TO LuWER'WETWELL: CAPPLETON MODEL NO. AAU15N) ® 4' x 6' ALUMINUM DOUBLE- LEAE.HATCH, H -20 RATED, GASKETED, WITH RECESSED �i 42` HIGH FIBERGLASS SAFETY RAIL WITH 6' KICK PLATE. 2' OPENING ®4' SOCKET x SOCKET SCH 40 PVC 90 ELL PADLOCK PROVISIDNS, AND SPRING - ASSIST OPENING. CLW PRODUCTS) PROVIDE � .PROVIDE FOR ACCESS TO LOWER LADDER. REMOVABLE 1/4' S.S. CHAIN WITH o ®4' SCH 40 PVC PIPE - LENGTH AS REQUIRE ➢. 45 BEVEL ON PE. SAFETY CHAIN AT EACH OPEMEND OF ACCESS HATCH: ALL HARDWARE.& FASTENERS � �, EYES AND SNAPHOOKS AT 36' ABOVE GRATING FOR FALL PROTECTION; SHALL BE TYPE 316' STAINLESS STEEL: ROUTE PVC DRAIN TO SUMP, � ATTACH END OF GRATING AND AT ACCESS TO LOWER LADDER: ATTACH WALL- ®CDELETEDJ ® VALVE VAULT WITH ALUMINUMHATCHCSEE ITEM ®) CASTINTOPSLAB. .SET TO � ��. ENDS OF OPENItJG TO STORAGE AREA C3 PLACES). PROVIDE E -W BRACE Q POLY MANHOLE RUNGS FROM ELEV, 415' TO i' ABOVE FILLET. FINISH GRADE. PROVIDE 18' MIN. CI,S. DIM) SUMP x 18' DEEP WITH MINIMUM 6` REINFORCED TO CAISSON WALL AT FREE END. WALL. SEAL BETWEEN SUMP AND VAULT WITH JOINT MASTIC AS USED IN VAULT JOINTS. ®HAND FORMED DEFLECTOR RIDGES TO ASSIST EQUAL DISTRIBUTION OF FLOW TO (UTILITY VAULT MODEL N0. 810 -LA). REFER TO PAINTING SCHEDULE FOR COATINGS. ®P.ROVIDE CONCRETE FILLET. SLOPE AS INDICATED TO TRANSFER PUMP. T I'V BOTH PUMPS, '� 26' DIAMETER WETWELL: FLAT SLAB TOP AT FINISH GRADE -H -20 RATED WITH ALUMINUM HATCH (ITEM ®).CAST IN. REFER TO PAINTING SCHEDULE FOR COATINGS. � O� ®2 °, S.S. SCH 40 GUIDE RAILS. Q. p A CDELETEDJ OQ ® FIBERGLASS UNISTRUT USED AS FLOAT HANGAR BRACKET. CDELETEDJ ® ELECTRICAL HANDHOLE -SET FLUSH TO GRADE. PROVIDE []NE FOR CONTROL WIRING AND ONE FOR POWER WIRING. (UTILITY VAULT MODEL NO. 233LA. WITHNO. 23 -2436P COVER). � e � � t31� Q ,� MARK COVERS 'POWER' AND 'CONTROL' PROVIDE TOPPING TO BOTTOM SLAB FOR DRAINAGE ApI�pS t.�' - INTO WETWELL TO PREVENT FLOODING. �� 6�G ® MOTOR CONTROL CENTER -SEE ELECTRICAL DRAWINGS. EXPIRES �-7�-?6 �'s'� WEDGEWOOD_LIFT STATION CITY OF RENTON saoi nIE_�oTrl_sT. ! .'—`. -! rlmNnv/BU0dn9 /FUbeo wmia wpl MATERIALS LIST s �, �, _ _ � ...._ O �. o - e. d �' `" $ � °a o 0 7�. �, .. N N � � e',1 W 9 � : o z �,..; vrs "'�'°�'�" CITY OF WEDGEWOOD_LIFT_STATION � - ss'��s�'� �; _ _ � ��""° RENTON saoi NE IoTR sr. — � aaiciwv� iss _ is - - cw °xs�s I ,tie. l vw °mma/e�am°y/�eue ww o.q. 1412 ��� � s w ,anR .... � e MATERIAL$ LIST CONTINUED _ AB'�S-321$ID I � �6 �7�T.007 __. �q � NOTES 1 PUMP 1 (25 HP) SEE SRT 12 NOTE SOA Q DEDICATED RECEPTACLE FOR SUMP PUMP - -LABEL AS INDICATED. (NO GFI.) LEGEND i A ALL ELECTRICAL EQUIPMENT WITHIN WETWELL AND HANDHOLES TO BE RATED EXPLOSION -PROOF CLASS I, DIV. I. O EXPLOSION -PROOF JUNCTION BOX 150 ® UNDERGROUND, SCH 40 PVC CONDUIT (RGS TO 5' FROM STRUCTURES. WRAP HALF- LAPPED WITH 10mL TAPE.) X 5/8 x 8' GROUND ROD ® ® HANDHOLE UTILITY VAULT MODEL NO. 233LA W/ GALVANIZED COVER MARKED POWER OR CONTROL. POUR TOPPING s EYS SEAL NOTE® SLAB ON BASE SLAB TO PROVIDE POSITIVE DRAINAGE TO WETWELL MOIL CONDUIT STUB -UP a Z! N ® THREE -WAY SWITCH(2) TO ACTIVATE MCC INTERIOR LIGHTS. RESURFACE BOTTOM SLAB TO PROVIDE DRAINAGE NOTE 11 TRANSFORMER FORE25HP) THROUGH 2' PASSAGE PORT TO WETWELL �C RECEPTACLE 120/240 1PH PNLBD ® INTRUSION LIMIT SWITCH: SIEMENS MODEL NO, 3SE03AR1 (INTRUSION). THREE REQUIRED. FAS FLOOD SWITCH ®TYP. ® FLOOD ALARM SWITCH: MADISON CO. MODEL NO. 4YM31 -1. MOUNT 2' ABOVE VAULT FLOOR. FS FLOAT SWITCH n ® CHECK VALVE LIMIT SWITCH (2), SIEMENS MODEL NO.3SE03AR1. (PUMP FAIL) MS MOTOR STARTER 20A ® 1/2 HP SUMP PUMP, PACO MODEL NO. PIP701C WITH INTEGRAL LEVEL CONTROL FLOAT. SP SUMP PUMP 1• ® EXPLOSION -PROOF LIGHT FIXTURE, APPLETON MODEL NO. AAU15N. 20OW LAMP. FM MAGNETIC FLOW METER 11 #14, 1 #14G 9 ® SIEMENS MAG3100 /5000 MAGNETIC FLOWMETER WITH DISPLAY UNIT MOUNTED ADJACENT TO RTU. FS nn LIGHT SWITCH FROM MCC FRONT ® KPSI WETWELL LEVEL TRANSMITTER MODEL 720 - 140 - 00010 -009 WITH UNSPLICED CABLE TO HH2, CABLE HANGAR, FS KIRK KEY ONLY. Q PROVIDE DUAL LAMP FLUORESCENT FIXTURE FOR MCC LIGHTNING PROTECTION, _AND VAPOR BARRIER WITH ANEROID BELLOWS MODEL 815. BELLOWS MOUNTED IN MCC. UL I VALVE VAULT L� FS 2' ® POLE - MOUNTED YARD LIGHT. (HIGH PRESSURE SODIUM LIGHT WITH BRONZE FINISH, LITHONIA MODEL I ' WITH PRGMSIONS FOR ADDITIONAL SENSING OF OVERFLOW PUMP RUNNING. '. SWITCHES. NO. AS1- 150S- SR3- TB- RPA -LPI -DDB. POLE LITHONIA MODEL NO. RSA- 12- 4C- DM19 -AS -DDB.) 30A ` I .2 Q25 ® PROVIDE LABELS AS SHOWN TO INDICATE EQUIPMENT IN EACH SECTION OF MCC AND 0 FOR DEVICES MOUNTED ON DOORS. 3/4' SPARE #6 CU GIRD TO DI FM IN VAULT ® LEVEL CONTROL FLOATS FOR TRANSFER PUMP (3). R ® MOUNT 3 -PHASE VOLT METER. AND SELECTOR SWITCH ON DOOR OF THIS COMPARTMENT. PHASE MONITOR - SIEMENS MODEL 3UC3013 -1 BR6O. BY CONTRACTOR LOAD SIDE TO BUSSES ® LINE SIDE CONNECTIONS. (TOP) FROM. GENERATOR TO VAULT PIPING 1 GR MOUNT BASE O MIN. 5-6" ABOVE GRADE TO CENTER OF METER. ® SURGE PROTECTION DEVICE - 1' Ar 3/4' CONTROL CABINET VALVE VAULT 612 -LA 4 #14,1 #14G 1 SIGNAL CABLE JB 3/4' �A ®L RTU ®F PNL L 3/4' 4' #12 A C v S 1 #12G vz SP LPL 1 GFI 26'0 WETWE & OVERFLOW STORAGE STRUCTURE SUMP PUMP ONLY pi PSE TRANSFORMER 480/277 4W SERV 13 - SUSE - U/L A 100A 7JAW METER BASE 30. 4W 150A KIRK KEY 3p__ INTERLOCK QK ONLY LOAD SIDE TO BUSSES 5A FU VS 3P 1A FU 30 3P AM 0 MON 509 IT 1 PUMP 1 (25 HP) SEE SRT 12 NOTE SOA ACK PAN THIS S (NO BUSSES) 3P ® 480x120 VAULT SUMP PUMP SSRVS 150 ® C GIRD BUSS #2 TD/L SAL ® _-MR SFTP 3 #2 CU T❑ PSE 480V NOTE® T MOIL ;q --I __4;u a Z! N IETM NOTE 11 TRANSFORMER FORE25HP) 15A H 2 ESTO 120/240 1PH PNLBD 20A HH2 HH1 Ii, MOUNTED ON EAST END OF MCC--,, �100A GEN RE( APP ADR1034 4W W/ GIRD 100A KIRK KEY 3P INTERLOCK ® ONLY LOAD SIDE TO BUSSES PUMP 2 (25 HP) 50A F 3P ANTENNA YARD TRANSFER PUMP F LIGHT 20" 20" 20' 20"1 PUMP I u MCC HEAT TAPE � PUMP ACK PAN THIS S (NO BUSSES) TION ® 44' HOTBOX' 2 #12,1 #121 VAULT SUMP PUMP S/N 150 ® C GIRD BUSS #2 GENERATOR GROUNDING ROD ® 1/2' PNL L _ ©® 3 #2 CU T❑ PSE 480V NOTE® RTU (24 24x8) NOTE® 2 #12, 1 #1213 ;q --I __4;u a Z! N v NOTE 11 TRANSFORMER � 15A 15A H 2 C D 120/240 1PH PNLBD 20A o 20A HOTBOX FREEZE PROTECT. ®TYP. 2• - 1• n ® RESET SKVA 6 #14, 1 #14G 20A XFMR NOTE 9) TYP OF 2 8' MM. SPACING 1• FS j ` NOTES KIRK _KEY INTERLOCK. NORMAL POWER X'GENERATOR. SECTION ` - 11 #14, 1 #14G 9 QA KEY. SWATCH, SEWER INTRUSION - -CITY STANDARD. BEST ACCESS SYSTEMS IN WEATHERPROOF ENCLOSURE. FS nn INTERLOCK CIRCUIT BREAKERS IN THIS TO PERMIT ONLY ONE BREAKER TO BE ENERGIZED. SWITCH FROM MCC FRONT 1' FS KIRK KEY ONLY. Q PROVIDE DUAL LAMP FLUORESCENT FIXTURE FOR MCC Q00 UL I VALVE VAULT L� FS 2' ® PROVIDE SPACE HEATERS AND THERMOSTAT. I ' WITH PRGMSIONS FOR ADDITIONAL SENSING OF OVERFLOW PUMP RUNNING. '. SWITCHES. 1 . 3) 30A ` I .2 Q25 ® PROVIDE LABELS AS SHOWN TO INDICATE EQUIPMENT IN EACH SECTION OF MCC AND 0 FOR DEVICES MOUNTED ON DOORS. HH1 1' PTRmIgrR) SEE DOOR LAYOUT BELOW. CONTROL WIRING a, 1191ff8 "$Q .CI DIAGRAM, AND ONE -LINE DIAGRAM 0 PSE KWH METER - 200 AMP. 480V, 3 PH. 4W. 7 JAW ® MOUNT 3 -PHASE VOLT METER. AND SELECTOR SWITCH ON DOOR OF THIS COMPARTMENT. PHASE MONITOR - SIEMENS MODEL 3UC3013 -1 BR6O. BY CONTRACTOR LOAD SIDE TO BUSSES ® LINE SIDE CONNECTIONS. (TOP) FROM. GENERATOR BY MFR RECPT. MOUNT BASE O MIN. 5-6" ABOVE GRADE TO CENTER OF METER. ® SURGE PROTECTION DEVICE - 1' Ar LVnt GENERATOR RECPT - 1004, 480V ® GE �(APPLETON MODEL: ADR1034 WITH - SIEMENS MODEL TPS- MCCE- 1600C. ® MOUNT FLOWMETER MODULE. IN THIS SPACE L DOOR. APPLETON M000. AIA700 ANGLE ADAPTER). 3 #8, 1 #8G, 2 #14 SENSOR- -EACH CONDUIT ®. GROUNO ROD. FOR GENERATOR W/ FOGRTE #37 BOX k ® COORDINATE WITH CITY OF RENTON UTILITIES FOR 0 PROVIDE 3R ENCLOSURE FOR MCC.- SIZE PER 3 #12, 1 #86, 2 #14 SENSOR- -EACH CONDUIT CORRECT PHASING OF GENERATOR RECEPTACLE RECEPTACLE CONNECTIONS. .. FURNAS STANDARD. 15" DEEP MCC. Ar"��ssuc uwmoN 2' SCH 80 PVC FOR PUMP CORDS d ,�e1�f'slL4'Q is SEE SHT 12 NOTEQ /l 1'JO -p r Ns ia% CITY OF WEDGEWOOD LIFT STATION �`- lWa gYAL G X 1120 /240 E10 T2 RENTON �w -A°FA 5401 NE 10TH ST. ELEC. PWR &_SIGNAL CONDUIT DIAGRAM ^1412a I�T>9oM YPFR �100A GEN RE( APP ADR1034 4W W/ GIRD 100A KIRK KEY 3P INTERLOCK ® ONLY LOAD SIDE TO BUSSES PUMP 2 (25 HP) 50A F 3P ANTENNA YARD TRANSFER PUMP F LIGHT 20" 20" 20' 20"1 PUMP I u m TRANSFORMER: DISCONNECT FLOWMETER MOWLE PUMP 2 HOTBOX NI PANEL L GR H-T TAPE 30A � PUMP ACK PAN THIS S (NO BUSSES) TION o 20A LEGEND VAULT SUMP PUMP S/N 150 NOTE® CONNECTION POINT EUTRAL BY MCC MFR u GENGW/ARTOR Q NOTED ®. NOTE1 NOTE® RTU (24 24x8) NOTE® #5 REBAR O 12" EW. PROTECT NOTE NOTE 100 NOTE 11 q r2P30 d � 15A 15A KK NOTED® PACE 120/240 1PH PNLBD 20A o 20A HOTBOX FREEZE PROTECT. °150 iSUSE M A - ETM 5/8 X 8'G /RJ ® RESET SKVA N 20A XFMR NOTE 9) TYP OF 2 8' MM. SPACING OC m TRANSFORMER: DISCONNECT FLOWMETER MOWLE PUMP 2 HOTBOX NI PANEL L GR H-T TAPE ONE —LINE DIAGRAM 30A � PUMP I VAULT RECPT o 20A LEGEND VAULT SUMP PUMP S/N - ❑ CONNECTION POINT EUTRAL BY MCC MFR u GENGW/ARTOR SFIL #2 MCC ENCLOSURE LTS SLAB 1'-0 THICK x 4'-0� #5 REBAR O 12" EW. SFTP SEAL FAIL / TEMPERATURE PROBE FLOW METER 1 � 15A 15A MOIL LENGTH AS RE D CONIC V.- 3 KSI 20A o 20A HOTBOX FREEZE PROTECT. MCC PANEL HTR - ETM 5/8 X 8'G /RJ ® RESET #4 ffG//�R 20A Mnr #4 TYP OF 2 8' MM. SPACING OC 6' DI PIPE FM j ` NOTES KIRK _KEY INTERLOCK. NORMAL POWER X'GENERATOR. SECTION ` - it PROVIDE 20OW EXPLOSION -PROOF WETWELL . LIGHT FIXTURE. APPLETON MODEL NO. AAU15N QA KEY. SWATCH, SEWER INTRUSION - -CITY STANDARD. BEST ACCESS SYSTEMS IN WEATHERPROOF ENCLOSURE. DI PIPE �IN INTERLOCK CIRCUIT BREAKERS IN THIS TO PERMIT ONLY ONE BREAKER TO BE ENERGIZED. SWITCH FROM MCC FRONT MCC EXTERIOR ENCLOSURE DOORS EQUIPPEDWTTH KIRK KEY ONLY. Q PROVIDE DUAL LAMP FLUORESCENT FIXTURE FOR MCC INTRUSION SWITCHES.- SIEMENS 3SE03AR1. UL I VALVE VAULT f2i RN - FURNISHED BY CfiY OF RENTON - DUPLEX UNIT ENCLOSURE. MOUNT INSIDE ENCLOSURE TYPICAL OF TWO. OPERATE FROM THREE-WAY ® PROVIDE SPACE HEATERS AND THERMOSTAT. I ' WITH PRGMSIONS FOR ADDITIONAL SENSING OF OVERFLOW PUMP RUNNING. '. SWITCHES. ® 1-30" DOOR & i -10' DOOR. 30A AND TRANSFER 1 -MOTOR STARTER - ® MCP.. (SSRVS -P1 do P2 SITE ) ® PROVIDE LABELS AS SHOWN TO INDICATE EQUIPMENT IN EACH SECTION OF MCC AND 0 FOR DEVICES MOUNTED ON DOORS. C SEE SHT 4 NOTE 25 DEDICATED RECPT & HEAT TAPE PTRmIgrR) SEE DOOR LAYOUT BELOW. CONTROL WIRING ® LINE SIDE CONNECTIONS (TOP) FROM SERVICE BREAKER DIAGRAM, AND ONE -LINE DIAGRAM 0 PSE KWH METER - 200 AMP. 480V, 3 PH. 4W. 7 JAW ® MOUNT 3 -PHASE VOLT METER. AND SELECTOR SWITCH ON DOOR OF THIS COMPARTMENT. PHASE MONITOR - SIEMENS MODEL 3UC3013 -1 BR6O. BY CONTRACTOR LOAD SIDE TO BUSSES ® LINE SIDE CONNECTIONS. (TOP) FROM. GENERATOR BY MFR RECPT. MOUNT BASE O MIN. 5-6" ABOVE GRADE TO CENTER OF METER. ® SURGE PROTECTION DEVICE - - BY CONTRACTOR. LOAD SIDE CONNECTIONS - BY MFR. TO BUSSES GENERATOR RECPT - 1004, 480V ® GE �(APPLETON MODEL: ADR1034 WITH - SIEMENS MODEL TPS- MCCE- 1600C. ® MOUNT FLOWMETER MODULE. IN THIS SPACE ® . INDICATED ON ENCLOSURE U,80. DEVICES AS DOOR. APPLETON M000. AIA700 ANGLE ADAPTER). DOOR - MOUNT. IF POSSIBLE ®. GROUNO ROD. FOR GENERATOR W/ FOGRTE #37 BOX k ® COORDINATE WITH CITY OF RENTON UTILITIES FOR 0 PROVIDE 3R ENCLOSURE FOR MCC.- SIZE PER #17 COVER CORRECT PHASING OF GENERATOR RECEPTACLE RECEPTACLE CONNECTIONS. .. FURNAS STANDARD. 15" DEEP MCC. Ar"��ssuc uwmoN ® SEE SHT 3 NOTE 7. d ,�e1�f'slL4'Q is SEE SHT 12 NOTEQ /l 1'JO -p v ar - -� sales APPR ••� 0 1 ONE —LINE DIAGRAM 30A � PUMP I VAULT RECPT o 20A LEGEND VAULT SUMP PUMP S/N - ❑ CONNECTION POINT EUTRAL BY MCC MFR u GENGW/ARTOR SFIL SEAL FAIL INDICATOR LIGHT MCC ENCLOSURE LTS Q ESTOP TELEM RTU SFTP SEAL FAIL / TEMPERATURE PROBE FLOW METER - � 15A 15A MOIL MOTOR OVERLOAD INDICATOR LIGHT MCC RECPT 20A o 20A HOTBOX FREEZE PROTECT. MCC PANEL HTR . OVER TEMP ETM HOUR METER ® RESET EO ESTOP ffG//�R 20A Mnr #4 5 /ate OC START - COUNTER SPARE • DI PIPE �IN HH1 EI ECTRICAL- HA NDHOLE UL I VALVE VAULT I ' 30A 3P AM 10A O pQ Ao 30A 2�- CIRCUIT PUMP -T (2.2 HP) 21 9 ,•„�„ BREAKER d ,�e1�f'slL4'Q SEE SHT 12 NOTEQ /l 1'JO -p - NO �`- lWa gYAL G X 1120 /240 E10 480x120 480020 Ir I. ssRVS MINI - TOT Io /L - CAS Tor �u/L HOA 2 T SFIL I� T SFIL TGF J MR SFTP T _LMR SFTP T MOIL T MOIL f ETM ( ETM... t OC t C (SIZE OL ESTO SIZE 1 ESTO OL FOR 25HP) HH2 FORE2.2HP HH2 EXPIRES '7-210 -06 TOT - TSF c 'mc' d Mrs - CITY OF WEDGEWOOD_LIFT. STATION z RENTON 5401 _NE_10TH, ST. cp uc s ew f�m ( P,�uws°nam/w waw wee. 1412 aA s�sAFeR� m� ONELINE„DIAGRAM X13 'Is i ROLL 207 PUMP SECTION DOOR LAYOUT 30A � PUMP I VAULT RECPT o 20A 20A o VAULT SUMP PUMP - 0 -SOA 20A 20A R H 0 A 0 P 0 WETWELL LTS ® Q RESET ESTOP MCC ENCLOSURE LTS Q ESTOP TELEM RTU o 15A 15A FLOW METER - � 15A 15A START® MCC RECPT 20A o 20A HOTBOX FREEZE PROTECT. MCC PANEL HTR . OVER TEMP GFI RECPT ® MCC ® RESET EO ESTOP 20A 20A SPARE PANEL L SPARE c 'mc' d Mrs - CITY OF WEDGEWOOD_LIFT. STATION z RENTON 5401 _NE_10TH, ST. cp uc s ew f�m ( P,�uws°nam/w waw wee. 1412 aA s�sAFeR� m� ONELINE„DIAGRAM X13 'Is i ROLL 207 PUMP SECTION DOOR LAYOUT ® TRANSFER PUMP HOUR�MER:R � PUMP 1 HOURM IETER START COUNTER START C® RUN 0 -20A RUNR RUN 0 -SOA 2 3 A A OFF0 SEAL FAIL A SEAL 3A R H 0 A 0 P 0 R OVER TEMP ® Q RESET ESTOP ® RESET Q ESTOP PUMP 1 2 HOU�ETER N T. F m� START® RUN . 0 -SOA +QA13166 Q ¢UW -3q SEAL FAIL OVAL cll . OVER TEMP E-7 -Z= - °S ® RESET EO ESTOP O RTM eSTART GAUNTER 0 L RESET BUTTON. ®. POSITION AS REQUIRED BY LOCATION OF MOTOR O/L. O E -STOP .o 'a 2O B�4 �_ � •mq• u ;o s q I p g 9 o b m to a rc i 4H H U y� E O W I ¢ o a i m z d w w I` 3 �1 a EJ I o I W a m � 2 0 9 XOOIB 'WH31 '1510 0.1. 381M CITY OF WEDGEWOOD LIFT STATION ® A I� RENTON 5401 NE 1or.+� I' c�,+suR ss :s cw mw 3TT 1 oa'.__._.. somas N�PB �® ��M1 p p PUMP1 ELECTRICAL SCHEMATIC ,5 T1I /'sV • J "��- 77)11,. CFA ® ®!11 h R, nM] I .rt 4 i , .F ® ® -. �•�-- --..•- mow v a o-vu• z , o , d Iwo b yo 0` � I y N I I :�» .y ...a... ...�p... .¥ | | ! E � � ( § � . . . .m &z- z .V51' . . & «� \ \ ��2 §i `� ■ -- Ol 381M / & / )f | | ! E � � ( § � . . . .m N I i EDGE'OF EXISTING ROAD SOUTH HALF FUTURE R/W DEDICATION SE 116TH STREET EDGE OF 25' WETLAND BUFFER RIGHT OF WAY n 1 N i 1 a 1 ° 1 EDGE OF EASEMENT i " TO CITY ®F RENTON �— PROPERTY LINE a / NORTH EDGE OF R/W , 1 _ 2'--0 Ir . , - Z_ 8' VENT© z�'• M. °+ Q ,r] "'7rr 4=F of I 0 wz _..___. _- - -- -- ""21Y EDGE OF 50' WETLAND BUFFER 00 T. byA AS 0Q 00 �SS�nNAL �Gt EXPIRES /I 11 \ 1 (` 1 SEE PLAT DEVELOPMENT PLANS FOR ROCKERY DETAILS 11 FUTURE VALVE.. VAULT e 1 11 SIDEWALKS e 1 51 ' u , 1 FUTURE CURB* o _ 1 _ 8' HDPE OR C900 TO NORTH SIDE OF R/W & _ I — — — — — — — — — -•— 44TL Sa317613 THEN WESTERLY APPROX. 1170 CBY OTHLRS) PROVIDE FLANGED OR OTHER el RESTRAINT & BLOCKING Uu NOTE, SLOPE AC PAVEMENT TO DRAIN AND RAISE e, O HATCHES AND HANDHOLE COVERS 1' ABOVE GRADE WITH AC PAVING FEATHERED FROM TOP SLAB 11 I O EDGES. MAINTAIN HOTBOX AND MCC PADS 2' ABOVE GRADE WITH NO FEATHERING, H 1 *SEE PLAT DESIGN FOR CURB DETAIL AND SIDEWALK REINFORCEMENT CITY OF 9 -1 -06 RENTON WEDGEWOOD_LIFT_STATlON 5401-NE-10TH-ST. I— w°""'"°/Mchno /Pudic Wort$ 0°Pt' SITE PLAN 1412 A?�S- 3z�913 1 ( N0. f REMM ( UY DATE MPR j RH'�'""�ENGINEERING,INC. ROU 1 r ® ®:' r • _ r a. - O d r ti � Q 4N �N e N a:N I / ` PLAN VIEW @ ELEVATION w1*» 1 DESIGN REVIEW LP 8-1-05 -W Mm-snnms 140. By OVERFLOW WEIR @ ELEV. APP8 'RFl2-MNEERlNG.lNC. ' 0 LL N lk AWN PUMP WELL ALVE BOX WE j RADI @ WEIR EDGE PLAN VIEW PLAN VIEW @ ELEVATION w1*» -207 FR 10' WALL RADIUS BOTH SIDES @ WALL INTERSECTION (TYP,) NOTES 1. 6" FILLET AT INSIDE CORNER (TYP,) BELOW ELEv416.0'. 2. SEE STRUCTURAL DRAWINGS FOR REBARDETAILS. 3. f' = 4000 psi EXPIRES -1-7-4-08 WEDGEWOOD LIFT STATION PlortMng/Mdkpg/Pubk Waft DePL CAST-IN-PLACE-PS-LAYOUT,-PLAN-VIEW —�w 9-`-06 | 1412 | goo ` I 1 DESIGN REVIEW LP 8-1-05 -W Mm-snnms 140. By DATE APP8 'RFl2-MNEERlNG.lNC. ' 0 LL N lk AWN 10' WALL RADIUS BOTH SIDES @ WALL INTERSECTION (TYP,) NOTES 1. 6" FILLET AT INSIDE CORNER (TYP,) BELOW ELEv416.0'. 2. SEE STRUCTURAL DRAWINGS FOR REBARDETAILS. 3. f' = 4000 psi EXPIRES -1-7-4-08 WEDGEWOOD LIFT STATION PlortMng/Mdkpg/Pubk Waft DePL CAST-IN-PLACE-PS-LAYOUT,-PLAN-VIEW —�w 9-`-06 | 1412 | goo ` I is I F i l,_4, i l' -6' ELEV 4240 I t 4' 12 ;,: ::`•.;_:._.... r- CAISSON CUTTING SHOE FF = 401 I NOTE, SEE STRUCTURAL DRAWINGS FOR REBAR DETAILS. ELEVATION'VIEW SECTION AA Ko__L_L,2Ul FE 2�Z rvc ruin ai. u�ur� ELEVATION, VIEW AA 1412 5 i6 A�•.S- 32101 - r, L i d> cl 0 d `a b N � � O M w ..o yN I 3' AC PAVEMENT I nie OVER 6 CR RK .t SS SHAT TEXTENSION '- 10' - 4' -10' — ��•� fig. 4:- - ELEV 4160 ao OVERFLOW STORAGE s G R A ? I 41 l i S i7�1 w.... a' IQ` `DIP—/ CL52 ,. 10' SEWER BY OTHERS — SEE PLAT DETAILS g�~ �: f- CAISSON WALL 3 ' WETWELL WALL ;. 1 " -4` :. PUMP WELL � • `' 12 • 4' 12 ;,: ::`•.;_:._.... r- CAISSON CUTTING SHOE FF = 401 I NOTE, SEE STRUCTURAL DRAWINGS FOR REBAR DETAILS. ELEVATION'VIEW SECTION AA Ko__L_L,2Ul FE 2�Z rvc ruin ai. u�ur� ELEVATION, VIEW AA 1412 5 i6 A�•.S- 32101 - r, L i d> cl 0 d `a b N � � O M w ..o yN I ELEV 4240 CAS - BUILT) 5' -` -°-��- i - I' -4+ :t• w'4L ELEV 416 ° --- 14' 6 " 1-211 4 ELEV 4005 (AS- BUILT) � u� 4" WS-- BENTONITE NOTES 1, SEE STRUCTURAL DRAWINGS FOR REBAR DETAILS. 2. PROVIDE, (a) CDF BACKFILL OF CAISSON STRUCTURE TO ELEV 417' TO SUBGRADE. (b) GRANULAR BACKFILL FROM ELEV 417' TO SUBGRADE, f: 3' AC PAVEMENT -- -i` - - -- OVER 6' CR RK 36 Fl,f BY D-1 HER',-, 4 w^ CL: ELEV 418.33' (AS- BUILT) -SEAL W/ JOINT MASTIC 4-0 SUMP PUMP —ELEV, 4111 OVERFLEW WEIR (AS- BUILT) 30 .. 6' PVC WATER STOP (TYP,) ALL HORIZONTAL JOINTS i= WS-- BENTONITE 3/4' x V RIBBON ATTACH TO KEYWAY BEFORE POURING BOTTOM SLAB. CI C \ /ATTrw \ /TC-U ROLL z47 FR 2�8 ELEVATI, SEE SITE PLAN FOR LOCATION Hf_JlT:BO'/K' Wt T'E� R Y'S MC(-1 PAD B AS E F 1 E V 4 25 -1 L ------ -------- T 3 HNC ---------- ----------------------- ---- ------------ ----- C-DNTREILI HATCH ®: 4 A BDI I h. ACCESS SHAFT WALLS (ABOVE ELEV. 4170) ;gp A i 10' SEWER By OTHERS ROLL 207 Frwl. VJ7 OIV-L-f-i VtiuL- I F Mi -BY D (HER S. P R 0 V _1 D E 8' D 1 A, HDPE OR C9300 W! THII G "x8' REDUCER THRUS T PROTECTIOINt- -SEE SITE I RAWNIGS -OR DEVELOPMENT DF� r CONNEC"TI-ON' TO 6' FLANGE rr-ROPE VALVE VAUL.T. 8' SDRIA HIMPE j` SUMP PUMP ©o 1AN11 A AM f-EXPIRES c I is 7 ROOF SLAB 416.0 OPENING IN OUTER WW WALL FACE.--a- WETWELL WALL 2' SQ TUBE HANDRAIL —► 4115' I 4' KICK PLATE 8'_ PVC CHANNEL-0, FASTEN TO WALL, KNEE BRACES, & END SUPPORT KNEE SUPPORT BRACE— SS 4i'x2'x2' x 2x8 LEGS TYP. OF 2 WITH 2 J' 0 SS PARABOLIC x 5' EMBEDMENT a-- 410.0* I 1 3;_6 NOTES }' SQ PLATE BASE 1, ALL STAINLESS STRUCTURAL MEMEBERS WELDED ,`-- SLOPING FILLET IN STORAGE BAY 2. ALL CONCRETE CONNECTIONS 1/2' SS WEDGE BOLTS WITH 4.5' EMBEDMENT a. KNEE BRACE - -3 EACH b. SUPPORT BENT BOTTOM PADS - -4 EACH ® VIEW B ° B 'uco _DESIGN.INC. /2 "= l._o.. „or, m1"T 1 CITY OF WEDGEWOOD_LIFT_STATION 9-1 —os 1 AS -BUILT LP 9 -1 -06 GW OEM— SYSTEMS o° oE.M_srsrEMs R E iJ i 0 N 5401_ NE_ 10TH_ ST. �" 0 ORIGINAL ISSUE LP 4 -20 -06 GW cxa000� oEM_srsTEMS , �_� aye+ ML Planning /Building /Public Works Dept. 1412 x..::.: , MAINTENANCE_ PLATFORM °'�" a NO. REVISfON BY DATE APPR � RH2 ENGINEERING.fNC. 8 1 6 A3 5- 327$!3 T_T__T K LL 0 1 7 11 _207 1 L