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HomeMy WebLinkAboutAPPROVED_TED-40-4048 MEF Documentation_20211005 CITY OF RENTON COMMUNITY & ECONOMIC DEVELOPMENT DEPARTMENT Maximum Extent Feasible (MEF) Curb Ramp Documentation for Forest Terrace Frontage Union Avenue Renton File No. TED-40-4048 Prepared by: Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 September 23, 2021 ted -40-4048 MEF Documentation CITY OF RENTON COMMUNITY & ECONOMIC DEVELOPMENT DEPARTMENT Maximum Extent Feasible (MEF) Curb Ramp Documentation Project Description The Forest Terrace project will create 25 lots for single family homes along with roads, curb, gutter, and franchise utilities. The sewer connection for the project will impact existing sidewalk, driveway, and associated ADA ramp located on the eastside of Union Ave. In its existing condition, the driveway, sidewalk and ramp do not meet ADA requirement due to the elevation of the Renton sewer lift station located to the east of the sidewalk and the grade of the existing access road to the lift station. Roadway Parameters · Union Ave is classified as Minor Arterial. · Union Ave is designed 30 MPH, however the project is located in a school zone dropping the speed to 20 MPH. Existing Pedestrian Facilities · 5’ concrete sidewalk, driveway and associated ADA ramp. In the existing condition, the pedestrian facility does not meet ADA requirement due to the City of Renton sewer lift station located below. · Existing ADA ramp longitudinal slopes vary from 9.6% to 27.5% and cross-slopes vary -1.3% to +11.88%. · Maintenance vehicles have clearance issues when servicing the lift station and any further reduction to the sidewalk grade, running or cross-slope, would result in the vehicles bottoming out or not even being able to make it up to the pad. Pedestrian Design Standards · This MEF will replace the existing pedestrian facility and minimizing the ramp slope to the maximum extent feasible. The existing roadway of Union Ave has a ±11.8% grade. This will result in a running slope in the replaced curb ramp to be greater than the 8.3% allowed. As a result, the ramp of these curb ramps will be designed to the maximum extent feasible. · Per 2011 PROWAG R304.2.2 the maximum allowable running slope is 8.3% to a maximum length of 15 feet which is met by the proposal. This requirement is described in Note #7 of the WSDOT Perpendicular Curb Ramp Standard Plan F-40.15-03. Proposal · The curb ramp will be designed to the maximum extent feasible, removing varying longitudinal slopes in existing condition. The cross slopes will be adjusted to meet ADA requirements on the southside of the ramp then match existing conditions at lift station driveway, 1.5% to 11.8%. Justification · Union Ave has an existing grade of ±11.8% adjacent to the existing pedestrian facility preventing any ramp to have ADA allowable slopes without using the maximum extent feasibility alternative. · Modification of existing driveway cross slopes or spot elevations is not possible without modification of the existing lift station wet well. This is due to the elevation of the Renton sewer lift station located to the east of the sidewalk, the grade of the existing access road to the lift station and maintenance vehicle clearance limitations. · Any modification of the existing lift station would be outside of the scope of the Forest Terrace development and result in at least $140,000 in additional construction costs plus additional costs for a temporary lift station. See attached cost estimate for more details. 18396-MEF-Frontage Narrative.docx CITY OF RENTON COMMUNITY & ECONOMIC DEVELOPMENT DEPARTMENT Maximum Extent Feasible (MEF) Curb Ramp Documentation Attachments · Vicinity map · Photo of existing pedestrian facility conditions · Cost Estimate · Pedestrian Facility – Union Ave Exhibit · Long’s Plat Sanitary Sewer Plan/Profile and Lift Station Approved Plans Approval Signature _______________________________________________ _______________________________ Name Date 18396-MEF-Frontage Narrative.docx APPROVED 10/05/2021 msippo DEVELOPMENT ENGINEERING DIVISION Horizontal: Scale: Vertical: For: Title: VICINITY MAP Job Number N.T.S.N/A 18396 DATE: 10/08/19 Forest Terrace Renton, Washington P:\18000s\18396\exhibit\graphics\18396 vmap.cdr REFERENCE: Rand McNally (2017) SITE FIG 1.0.2 Union Ave Eastsid e W rite a description for your m ap. Legend 4.47 ft N➤➤N© 2021 Google© 2021 Google remove ramp and make existing sidewalk flush to landing. extruded curb may remain. ENGINEER'S COST ESTIMATE Project Name:Forest Terrace Date:09/21/21 Site Location:2611 Union Ave NE Our Job No.:18396 Municipality:Renton Engineer:Trenton Skoda, PE Option 1:Replacement of Exiting Pedestrian Facility matching existing condtions ITEM QTY UNIT UNIT PRICE TOTAL 1.1 LS $6,000.00 $6,000 2.$0 3.$0 4.$0 5.$0 6.$0 7.$0 8.$0 9.$0 10.$0 11.$0 12.$0 13.$0 14.$0 15.$0 16.$0 17.$0 18.$0 GRAND TOTAL: $6,000 Replace existing pedestrian facitity matching existing conditions with minor grade adjustment. DESCRIPTION 1 of 2 18396-MEF Cost Estimate ENGINEER'S COST ESTIMATE Project Name:Forest Terrace Date:09/21/21 Site Location:2611 Union Ave NE Our Job No.:18396 Municipality:Renton Engineer:Trenton Skoda, PE Option 2:Modifiaction of existing Renton Sewer Lift Station and ADA ramp ITEM QTY UNIT UNIT PRICE TOTAL 1.1 LS $150,000.00 $150,000 2.$0 3.$0 4.$0 5.$0 6.$0 7.$0 8.$0 9.$0 10.$0 11.$0 12.$0 13.$0 14.$0 15.$0 16.$0 17.$0 18.$0 GRAND TOTAL: $150,000 DESCRIPTION Modification of existing Renton sewer lift station and replacement existing pedestrian facitity to meet ADA 2 of 2 18396-MEF Cost Estimate IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4048FOREST TERRACE PLAT PULTE GROUP, INC 3535 FACTORIA BLVD S.E., #600 BELLEVUE, WA 98006FOREST TERRACE PLATLUA: 18-000124C: 18-006619FOREST TERRACE PLATPR: 18-0000819/21/2021 FOREST TERRACE PLAT WTR-27-4048WWP-27-4048SCALE: 1"=5' IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4048FOREST TERRACE PLAT PULTE GROUP, INC 3535 FACTORIA BLVD S.E., #600 BELLEVUE, WA 98006FOREST TERRACE PLATLUA: 18-000124C: 18-006619FOREST TERRACE PLATPR: 18-0000819/21/2021 FOREST TERRACE PLAT WTR-27-4048WWP-27-4048SCALE: 1"=5' remove ramp and make existing sidewalk flush to landing. extruded curb may remain. V N az o N z o 1 z0o 3 u'y APPROVED wA-61-m C, v :$ N 380 I i ¢ m0 ( i STA. 0 +95.1, 5.0' LT. j f { RIM ELV. 381.7 INV. ELV. 372.35 SSMH15 48"0 F € Ld 132ND AV. STA 12 +50.0, .0' T. RIM ELV. 367 b J O INV. ELV. 360 1I 1} 410 Lli LLJ LL Q LLJ I I 7 V) j w w` lQD l 17 IZwzI O j }- I i 0 I vi W 111+ Z I I it O Q I SSMH# 441 UJ STA. 0 +95.1 Jy 5.0 RIM EL . 38 .7 INV. aff .37p.35 Ca m II W PIPE CRO STA 1 +26.73, 5. 5'LT. ING Z FG. ELV. = 81.81 OW POINT STA 7 PV, YY irrww N < V 04 3Z i 8 "o SS. 1E. = 35 S4 "t3 S Ff7C4MAIN: IE. 37 E-1 A SEE PLAN EET 14 OF 15 FOR SEWER 01N I 11J g F- &i ON 132ND AV SE. I -$I PVI .ELEV = J57.58 1 1 m I SSMHO 132ND A. STA. 10 RIM ELV. 395 01' g INV. ELVJ 388 1 i A.D. = 14.00 K = . 14 o j t SEE SHEET 14 j 450 oMII I 440 j i P 43( l I 42l Lfalo_ I I 4 o 41( 1lml 40( 39( II z. 1121 APPROVED wA-61-m i j I 380 I i ¢ SSMH #3, 48 "0 i STA. 0 +95.1, 5.0' LT. j f { RIM ELV. 381.7 INV. ELV. 372.35 DATUhf ELEV F € 370.00 j b PROPOSED SANITARY ASEWERPUMPSTATION / f `J 114 OF SEC T10 1 3) TWIV 2 3/U, RGF 5E, W, M. 1 SEE SEPERATE _ IZIVE vmALT, - - - - S 88 °2925" E 628.90' a » % y ry 406 412 4 424 € 426 ff u F - - - - -- r - -- - - - -- -- -- 1 l r 384 9 g9 400 I ( 1 kND STA 3 +58.5, 'LT'. lf. 407.01 I FF424 I6 j° i TEE ITY+ 1 2'L T.; JE. 398.2 I I 1 `+ I / T I I EN CFA 4+ 12.95 45.9'LT116413.0 p i R2 = g? 6 PVC 022 / -1 r - - -- END STA 1+15 45.7' LT. IE. 13 916 END STA 2195, 47.1 LT.; !E. i 51 ITEE 4 +1210, 16 LT; /E. 403.8 1 1 ¢? I a S +96.05, 65.7LT.; IE. 413.0 I TEE STA 1 + 745 LT.; IE. 7 . TEE ST1112 .5, 11.92!.; IE r3 I END -,TAI 59.25, 45.9'LT-; IE. j4 D s TA 8.45, 5.00'LT.; lE. 411.3 I I n I I I END STA 3 +08. P .0'LT.; IE. 40 L p I TEE STA 1 01.20 4.4'LT-; 1E. 4081 I 426 - - Aib % N LOTS 12 & 13 MAY 21 EW TA 2 285 451 T; IE. BSA I 1 I T E STA 3 +05.15 110 017.; 1E. 39J.4 I I ! END STA 10.55, 7; lE 42 1. 0 sr INDIVIDUAL SANITARY O7E $ A 2 +0370, 9.5 L IE. 832 418 I I TEE STA, 1 60. Y - 00'17.; /FIIIIIfF412i' i 1 a2 i I I FF 400 I I FF=406 I I' 424 1 1 1 R -- -- 1 6 I I FF=394 j i k2k 5 5' \ ? BEN STA 6 9.60, .4'L 1E.413.25 ° BEFORE EXCAVATION. O GENERAL CONTRACTOR OR 86 LF. 0200$ L u DEVELOPER MUST INQUIRE AT 80 _ _ - - - - - - - -1- _ - V I SEATTLE WATER, CONTACT BOB GAMBIL (206) 684 -5959, TO n o LOCATE THE EXISTING 3 416 PIPELINE SSMH #1 48 "0 4j 2 IN 132ND THERE. BEFORE IPEL /NE STA 5 +60.3, 5.0 7 5< / RIM ELV. 423.0 420 I 4 A EXCAVATING SSMH 6 / INV ELV. 411.73 4 61-- 412 I 4 +73.9, 5.0 L `12 42 I 4 6 400 406 -, _ - - - i 1 - _ 418 1 1 / NV ELV. 41aob s \ END STA 6 +28.40, 35.9RT.; IE. 19.0 1 4 MCo r - - - - FF406 I I I I i , \ 424 424 PROPOSED ROCK WALL (TYP) 42 1 FF=392 I FF-396 1 I / FF=400 I i 1 I I FF= 424' d sra s +DS o,' so.7 R 41B.o - - - - - - - - 4 fF-412I ' I FF -418' I I I _ _- 7'RT. • lE. 395. b I - - I END STA 2 +53 - - - - - - - _ - _ I 4 STA S +OS 60 5-00 R 0I \ I 11717.• 387.E I I I iTEES2 +50. I I I 5 I 7 I _ 7 EN T 1 2 +0 0, 45.914 ; I,E. .3 I I I I 1 END STA 4 +5285, I 9 RT; /E' 9.0 i \ \ \ D STA 6 +22.75, 67.0'RT.; lE. 424.0 4 4v I I END STA 11 45.80, 461'RT.; L 4v70 I 1 L FF=426 \ - STA 5 +.46.85, LT.; 1E. 411.5N11T /E 77T2 +01.35 9.4'L7 • lEl 3830 TF_E STA 4+52.85,15. I, i j I TEE STA 13 413.55, 6.817.; IE.I 7f5 I I FF424' I j \\ \\ `' I 4 6 r> sIENDSTA1+53. 146 1 RT.; 1E. 387 {0 j I I END STA 2 +93 %6 3'RT.; lE. 401. b I ++ I END STA 6 +01.35, 63.8'RT. , 9 1.0 FF43Q _ END STA DI 46.7'RT.; /E. 413.E f i I / / / TE STA 1 +50 1 LT; lE. 377.9 I I TEE STA 2 +97.3 1 .5 LT.; IE. .392.31 I f WYE STA' S +28.80, 5.00'17.; 1E h l 1 L F - O L - - -- TEE STA 4 +3 SOOLT• IE. 405.81 ( I I I \ 4 8e - - - -- L----- - - - - -- 400 402 -- 41 - - 1 L - - -- - 44 L ROB SEA - ;aaLL (TYP_)_ \ 4 o GRAPHIC SCALE 402 -------- - - - --' 406 40 412 414 416 418 430 ao o 15 ao so 1. 424 k• ry F 434 'a 430404405406408 h0 CYCLO41E EENCF ^N ry f LT. _PROPOSED RICK V ALL {rrc I 1 a a a e ky0 N 88 29 2 a 629. 52' - I inch IN FEET ) ft. PVl STA = 4 +59 -15 PVI ELEV = 421.08 4.50 APPROVED wA-61-mi A Kl rao.00' 10.00 vC 420 APPROVED F 410 j cc I vi W qOW j CWTELEV - 3 I.84 Ca m I 12.00% 1 OW POINT STA 7 PV, 79.29 PVI .ELEV = J57.58 I I ' 02% i A.D. = 14.00 K = . 14 j t 1 0 PVC86LF8" 1 T 30.00' VC t---- -- - - -- SS SSMH #2, 4'0j Sll 5 +613, 10' LT. STA 4 +73 -, 5.0' LT. Rim ELV. 423.10 ELV. 477.1.3 n + INV. ELV. 9j10.00 i U W 380.6 [-F 2.00 PIPE CROS . ING FG. ELV. =3!1.8 i i I i 8 "o SS. IE. = 37..37 MAIN 1E. =3 4.0 d I N. ro NOS Co ro. 7"1016 M ro cps M Co fpc M ro h o m y. m O, d. v -. n 'rnN"a O- Hof hR hN v vd- rn OI W 4.50 APPROVED wA-61-m 6Y DATE _ 440 APPROVED WA-m(- 430 DATE _ 420 APPROVED F 410 1 400 APP ROV ED DATE 390 VAN 380 o WA, y i O o s rairy 1 ZONAL E MES '.. z /iz /oo..'. 1 z I WW#o • j % -,is4 f 1+00 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 1 CID; ,S -Z d ja / SCANNED OCT 4 2000 ROLL # 167 ,.. t, 5 p3p s o INSTALL NEW 12° Dl. WATER AMAIN /N UNION AVE NE. ACCESS STA 1 +9.0, 5.3 RT.= a THE CITY OF RENTON WLL REIMBURSE 7HE SSMH14 46 -0 132ND AV. STA 1119.75, 9.0 RT. SSMHf3 48'0 ACCESS STA. 0 +95.1, 5.017. = SSMH #5 48"0 132ND AV. STA. 11 +19.7, 5'LT. 132ND AV. STA. 12150.0, 5.0'17. 132ND AV. STA. 12 +64.0, 9'RT. N yE a r Z c: Gl-.- -- --- --- -- n' CONTRACTOR FAR MATERIALS COST OF OVERS/Z/NAiI 132ND AV. STA 12'x 8' TEE (M xFL) 10 +00 0, 5.0'LT 12° GAT£ VALVE (MJ) RIM £L(! 395 8' GATE VALVE (FLxM) IM ELV. 381.7 RIM ELV. 367INV. ELV. 372.35 360INV. ELV 12 "0 VERTICAL CROSS MJxFL W2-12- I W. W 2 7APD& 2 PLUG 5 _ a--- I- ---- - --— T1 J. ....- . -..I. 1 LJ - Q `— 0 ' 3 EX.'WM. T — I INV. ELV 388 W. CONC.iBLOCK /NG c72ndAVENUE `7 L UNION AVENUE NE I 1 -12 PLUG(M) W. 2" PERM. BLOWOFF, IL ciT BLOCKING O STA 5+00, 16' RT. £X. TEE t i'STA ! aro t— — o PAV MENT ' =r C.'UARDCL5+03.25, f4;3' RT. EX 8 Cl. GATE V4L 1 r EX /STING 8 CI. WA. EW 385 LF 12 0 DL `VATER LINE I _ f l EDGE EM ° PAV y 4' LF12 0 + W{iTER L E1• T J n, Vp ,! J , G —• — —. tl -- — - T PAVE,w cPeC_ 1 T I S 6 +50, 26' RT. EX. FIREHYDRANT p I V J n \ V Q Z I r W 9, p I I / ap TO BE DESIGNED BY OTHERS: GRAVITY SAN. SEWER EXTENSION NEW SS MANHOLE t 20LF CAVITY I/QTF STA 7 +25, 16' RT. A KING COUNT 1 EX /ST. 8" CAP R.O.W.— PERMIT IS NEEDED PROP. 8" SYSTEM CONNECTION TO PERFORM T E WORK SEE DETAIL, SHT B. M 4 i i 'l` N , -_ \ i I w I h . \ P° c I, c PROPOSED SAN ?RRY SEWER PUMP STATION DESIGN BY OTHERS O T I SS FORCE ANN AND GP.AVT/Y CONNECTIONI 8° SOLID SLEEVE, ON 132 A VE SE. L- W 8 °x 12 ° INCREASER MJxMJ) J Z l Is` s I - . - _ . _ I' - 1 12' VERTICAL CROSS TEMP. IWITH 1 cn a b co I 2 BLOWOFF & L_STA 7 +16, 16' RT. CONC. BLOCK. n EXST. B" GATE VALVE Z i nl I rn 25 5 ' ` Cb q I 0I EX SSMH STA 7+13, 16' RT. EXIST. 8'x B TEE, 8" GATE VALVE I o i iy I sue - -_ - -J o o - — — — — — — 16 16' 3' 1RIMEL = 436.03' INV EL = 431.63 - 8" £ I 39 gi 14j2z I I A g I i L o 1 I GRAPHIC SCALE i SEE SHEETS & 9 FO CON T/ Nb TION q 440 6 31 ZZZ IN FEE g 319 1 inch = 3 H_ 430 Sc n!y o 4 732 420 oti ti i ( STA 5 03.25, 14.3'RT. EX. 8 GATEVALVE o 410 STA 6t 0, 26 RT. p EX. 6° FlR HYDRANT m a` ry 5$ S EX 7-r 13, 16 RT. T. 8 "x 8" TEE, BSLF 8 g O( a400 STA. 7 +25, EX. 8' CAP 16' RT. 3 dfiy CpI¢R 38g 1 12 "0 VERTI l F AL CROSS (M xFL) ST P P STA EX. TIE 00, 16'RT. EXST. 16, 1 8' GATE VALVE 8" SOLID SL EVE, 1 -12 PLUG M W. PERM. BLOWOFF, KNGCONC. BLOCKINGo8z12" lNC EASER(MJxMJ) iI 390 E m W. TEMP. C Btoworr CRETE BLOCKING 4 SEE DETAIL, SHI. d SSMH 448 "0 7795 f FIRE HYDRANT ASSM Y. STA 10 +00. 50'LT. I 380 WITH CONC. BLOCKI STA 3 +37.25; 23.3' RT. INV. ZV 95 LV. 388 SS 1 LgSTA11109. 5, 9'RT. 3 9 6 "x 6" DL TEE W. CONC. ' BLOCK. P 8 OP. 12-x 8 ul.. 1L DL GATEVALVE EAS MJx L , FLxMJ) 75 72 m O7 0 370 6" GATE VALVE W. CONC. LOCKING SSMH #3 48'0 fly 73 3' 3L r 8 %pV COl FRISTA11 + INV. RIMELELV 372.35 vs„ y 4 VAN O9 wasydc 360 SMH 5 48 0 t1 STA. 12"50.0, 5.0'LT. y DATUM' E'LEV RIM EL V. 367 35500 h n NV. ELV. 360 IoNAL h O O N of O o vi vj O ff. v M Q3 M d' EXPIRES 7/12/00 . Z 5 +00 6+00 7 +00 Bt00 9 +00 wM -ate: or 10100 11 +00 2100 scAnnEO ocr 4zooa ROLL # 167 1041 u FTT I L 132ND AV. STA. 12 +52.0, 30 LT. Q _ X376.67 HAI - I , - - - lV W 714 OF SEC Fl0/V 3, TWIZI 231, RUE 5E, M. N i - INV.- EL•1- 358.50- DRNE PRO9BSE7 ANlTA' 1 __ m 1 I 1 A SEWER PUMP STATION _ _ _ o ° ti - - - SEE SEPERATE PLANS 88-29$25"" c N o G M - _ ._'7 r•.- -».- --- ` ' 406 O w 3 _ fj - Q - 412 41 424 426 7 -- S So: :;aT- I " vim ' 7 a1 c9 4 6 inns n i zcnzan , 86 384 g IOa _ S9° 40o L FF-426 4 z + + I = gti I €ND STA 3 +58.5$ 4a.8'LT.; lE. 407.01 424 I , 3 0- I i I+ S ____ B g I q rEE T +55.7$ 2'LT.; lE 39821 I 1 ' Os L ' r 6" PVC ®2X1 / - - - - - - / $ I I EN Tii 4+12.Q5, 45.9LT.,% 15413.0 f yy END STA 1+45 .Y 45.7' LT. IE. 13 9;6 END SIA + 2195, 471 LT.; !E. 13 51 TEE 5¢A 4 +12.10, 216LT.; IE. 403.8 1 \ I ND STA 5 +96.05, 65.7LT.; JE. 413.0r `' 7 Z t TEE STA 1 +5946 7.45 LT; !E. 4 .Q TEE S P 12 4.5, 11.91 T.; 1E. i 8. END STAI +$9.25, 45.91T.; !E. 14 p Fps \\ I pi Wt STA 5138.45 5.00LT.; lE. 411.3 i 1w I I END STA 3 +08.Q 11 .01T.; 1f. 401.7 TEE STA 14 61.20, 4.41T.; /E. 498 I 426 - - °; NOTE.• LOTS 12 & 13 MAY2, EW TA 2 4517 T IE. 8 TEE STA 3 +05. }5, 1 01T.; 1E. 393.ii END ST4 10.55, 5 . T.; !E. 421.0 s Q11J ; 11:4 ` REQUIRE INDMDUAL SANITARYZ1717ESA2+ 3.70, 9.51'L .; I E. 83.2 I i J 412 I FF 41$ I TEE STAI 10.5 5.00'LT.; l R B OIIFjr400FF --406 4a J - - - STA 6 9.60, 3.4LT; /E413.2539478 - -- - - - - - 1 i 1 V ' mm !O I I + 3 LF 8° 0 P - - -- 1 00 i 406 \ ' a `V 7 W> 2 ci ' `n ._ Z I I S 394 1 _ -*:- ( - \ p , 4 ° o ILWs- 2.a1 I R2 s BEFORE EX04V/ATION °- l y 5 1 4 5" a 4,,; s ,.. S 417O (n ¢ s z I I 1 F v ry GENERAL CONTRACTOR OR o « ' . 5. o I 86 LF. I A P ®200% 4 L 4 DEVELOPER MUST INQUIRE AT 1 SEATTLE WATER, CONTACT BOB GAMBIL (206) 684 -5969, TO1e \ - - _ LOCsiTE THE EXIS77NG 36-0 WATER TRANSMISSION PIPELINE IN 132ND AVE BEFORE 5< p STA 5 +60.3, 7.0' STA 0 +95. 10. SSMH 0 / RIM ELY. 'T 42s- 420 i _ 4 ^ IXCAVAT/NG THERE. 5 0' v INV ELV. +r, -T,r 411.56 6 rp iS4724 +73.9, 5.0 T. ' _ 3 1.821 1+29, 6.0 / _ - - - 0.54 ' END STA 6 +28.40, 27' /E 419A4 f a - r;' , IM ELV. .75 cn0 1 ! 406 - - - -1 ' 4 F8 r /NV ELV. 4 aINVEL = 376.45 V; '6 % - - - - -1 -4 - I \ 424 1 FF =424 \ ryM W e PIPE CROSSING 3 - - - - / - - - - 406 `24 Ml 3a se 'I 396 FF-400 - - b' 1t! STA 1 +26.73, 5. 5'LT. a ------- - - - - -- T 2 FG. ELV. =181.8 END STA 2 +53.0 .7'RT.; IE 395.b FF412 Ff =418 !F424 E D STA 5 +05 0, 60.7R . IE 418 - o n 8 "0 SS. lE = 3 5.37 TEES 2 +50.5, 111.7'LT.; 387.E 5 6 7 E STA 5105.60; 5 00'R _ -1 - - - - - - - - - - - -` 2 Z ° 4 °0 SS. FORCE -1 11 £Nd TA 2 +0 0, 45.91P7 ; I E. 39 I i -I 4 0 i ! END STA 4 +52.85, RT.; 1E. 19.0 D STA 6 +02.75, 46.0'RT.; IE 424.0 eWV1MAIN1E. TEEI 7,4! 2 +01.35, 9.4'Lt; IE 383.0 END STA 13 45.80, 46.1'RT.; l 497.0 1 FF-426 TEE STA 13 48.55, 6.8'LT.; !E. 3 75 TEE STA 4 +5285 15. Q'LT.; !E. 7.7 STA 5 +46.85 SjLT; /E 411.5 Yam NOTE SEE PLAN EFT ® I ND STA 1 +53.12 146. i'RT.; 1E. 387101 I I FF =424' 9 \ \ % ` SEWER STA 1+50.0 1'LT.; IE. 3779, END STA 2 +93.0 6.3'RT.; lE. 401.b END STA 4 +3. 0 46.7RT.; lE. 413.6 END STA 5 +87, 48RT.; IE 4 R= 4M 44g14OF15FOR _EWER ,, , - _ _ _ fZ ON 132ND AV SE I - - -' TEE STA 2 +97.3 1 .5'LT.; IE 392..E T£E STA 4 +3 0, 5.00'LT.; lE. 405.81 WYE STA 5 +32, 6.00 LT.; lE. 41 1 140C L - - - -- ' L - -- A + L- M -- 06 4021 - _- 9 399 492 GD0 ao6 4 - - - - - - L - - - - - - - 2 - ---- - - - - - - \ -- ` G GRAPHIC SCALE Y 408' 4 ?2 4 i4 416 418 4 leiSSH #4 48 °0 4G5 406 4G8 24 b .- 132N'D Ap! STA 170 .0' LT 1' o pL 29 24a' I / ry - RM ELY 395 a 629. 52 ( IN FEET ) 8 /Nl EL V 388 + t1 • 1 inch - 30 ft SEE SKEET 14 PV7 EL = 442LO8Pi/ ELEV = 421.08 Lsr - A.D, -1{}00 K = 10.00 100.00' VC o - n oo= L' CAUnDN° SSMH#.3, 48 "0 - -- GG9 a a O i p - WHQO C ^ f m iiil I s m x CONTRACTOR TO PROVIDE SUFF/GI! CLEARANCE BETWEEN WATER LINE CONCRETE BLOCKING AND 8" SANITAY SEWER LINE 39 J PVC 341 L 6 0 w a G',- -' -" SSMH#.3, 48 "0 - -- GG9 3 STA. 0 +95.1, 5.0' LT - _ PIPE CROSSING 2.-4 30.00' VC x SSMH 3A, 48 °0 Q STA. 1 +29, 6.0' LT v REM ELV. -" x T INV. V. 3-76-'46- 375.55 - iMV iV 7G4r 8 °0 SS. lE. = 375.37 Z 2z _ 32LF 8 "0 PVC 4 "0 SS. FORCE- PVC 341 L 6 0 w a z o SSMH#.3, 48 "0 - -- GG9 3 STA. 0 +95.1, 5.0' LT - _ PIPE CROSSING o x RIM ELV. 38-7 -t J81.82 - STA 1 +26.73, 5.951 T Q fN4- Etb`.- 5J72 -45 - FG. EL V. =381.8 o iMV iV 7G4r 8 °0 SS. lE. = 375.37 Z 32LF 8 "0 PVC 4 "0 SS. FORCE- S =-2-099-2.81% MAIN 16-. = 374_0 D- y00LT.!. Y.. _ _._.- i 2.819 370 - -- O Ow M 10 L6 W^.v - j 7 2 $o, 1+00 2 +00 - - 3 +00 _ 4 +00Z O N V I 8686 LpVZ V: I SSM112, 48 °0 SSMHfl, 48 °0 STA 4 +73.9, 5.0' LT. STA. 5 +60.3, 5.0' LT. R!M ELY 428 -7, 42T RIM ELY - 423 -0- 423.36 INV. ELY 4119.00 409.84 INV. ELY '>T,r411.56 5- ?84703 AS -BUIL T" NOTE' AS- BUILT' IS BASED ON A ACTUAL FIELD SURVEY BY TOUMA ENGINEERS AND INFORMATION SUPPLIED BY CONTRACTOR. tL ' wnsgtr,'Y C' y sa o LlbjLgL J •- N N O 2, OJ R o,l 00: exF 6/22A V Q. s +oo s +oo 7 +00 SCANNED SEP 13 2002 FR 231 8 1 a, INSTALL NEW 12' Ol. WA7ER MAIN IN UNION AVE NE. 32ND AV. STA+i 9.75, 90 RT. ACCESS ° SSMH 4 48 "0 v° j < 3 ` I n 132ND AV. STA 12 "x 8" TEE (MJxFL) 3P m y4 ! 10 +00.0, 5.0LT. 2 r L - INV 388 ) DEV pPE1L gH tL S46NiY q}iE tort o 1 VALVEIE ' 1 .______.`-"-'--a __..._._ k -- - V W. CON BLOCKING RIM ELV. 395 T t1 crER(p1. OVbRSi+Eir+4 Ft1aK 8- McM tc 12 t]K ELV 8" GATE VALVE (FLxA1J C. BLWMER'M/rf l FOR. CttY of REIt1nN RE iEW t W EX.WM. D_ V1R'r'6N pPPRUVA pRCOM1 -na coNC tRumow, of Ncw ul+. Q STA 5+00 16' RT. Ea! TEE STA. 5 +03.25, 1413' RT. EX, 8 CL GATE VALVF W I v, 1 EX /STING 8 Cl. WA. _ _ _ _ — LINE A - o •_. 7 — ... L .... C3` LF- ._..... —.- ..... .. - -ED¢E_PAV M LVEW 385 LF 12'0 DL WATER LINE ; 1 T .t- U e, J • fir- _ FIREHYDRANT S 6 +50, 26' RT. a EX. r - - - - - - 6 1 \ STA 7 +25, 16' RT. A KING COUNTY ` I vv Q (fl I I TO BE DESIGNED BY OTHERS: EXIST. 8" CAP R. O. W. - PERMIT lS NEEDEDGRAVITYSAN. SEWER EXTENSION izcfl J / PROP. TA SYSTEM CONNECTION TO PERFORM THE WORKNEWSS. MANHOLE + 20LF CAVITY w IOW SEE DETAIL, SHT 8: r. - - - - SS. FORCE MAIN AND GRAVITY CONNECTION ON 132 AVE SE. o TTy 8" SOLID SLEEVE, w .' cn L_ _ - _ J Z Z 8'k 12" INCREASER (UJxMJ) ro ` i _ - _ _ 12" VERTICAL CROSS WITH cn C, I r I 2TEMP. BLOWOFF & GONG. BLOCK. n10 ° I J IQ j `T STA. 7 +16, 16' RT. O iz o I 1IIEXST. 8" GATE VALVE N z 1 I ro CV STA. 7+13, 16' RT. A ° I I EXIST. 8 °x B" TEE, e- + 8" GATE VALVE o Ex SSMH o p f- r - - - - 1 RIM EL = 436.03' a I INV EL = 437.63' 8 "E ' 1 I r ti ' A I I 4j2 `'I I • t i f, n qkE PAVEM of q3 ELIAl 440 p I I 430 I s ' y A a' I aa 420 410 300 rm FF11 zO; 390 380 370 j 03.25, 14.3'RT. h 360 I I U:1T'U11 ALAI, 355.00 o, a v i 5 +00 z 6 +00 7 +00 s 41S,i I I GRAPHIC SCALE I SEE SHEETS 0 0 - 30 - - 60 -- - _ -- — 120 - - - -- - IN FEE I ) 1 inch = 3 ft. D m IY 8'SCF 9BJo kfQ, - -_ -- _. - - -- -- 5 RT. I `; Mi V O J& o CONNECTION. VE, ASER(MJxMJ) DCVERT. CRO S. ILOWOFF - - -- -- - -- CRETE BLOCKING FIT- -B -- - - - - -- - - SSMH 4 48 "0 >>9 STA. 10 +00. 5_01T S<F rtr- 3g5 -- - - -- INV. LV. 388 HE SSMHI3 48 "0 ACCESS STA 0 +95.1, 5.011 = SSMHf5 48 "0 132ND AV. STA 11+19.7, 51T. 32ND AV. STA RIM ELV. 381.7 12 +500, 5.0'L1 NV. ELV. 372.35 RIM ELV 367 INV. ELV 360 2,,7 d A VENUE SE UNION A VENUE NE) f LF 12Y! WM-RLl%i, -c la 1 y — I I I I OONTiN64 TiON I i i 132ND AV STA 12+64.0, 9'RT. 12 -0 VERTICAL CROSS (AfJxFL) i W2 -12' BUND FLANGES, 1 W. 27AP & 21PLUG 1- 12PLUG(MJ) W 2" PERM. BLOWFF BLOCKING 1 f, n qkE PAVEM s PROPOSED SANITARY 9.3:9 I DESIGN BY OTHERS s ' y A a' STA 5 03.25, 14.3'RT. 1 i EX. 8 GATEVALVE STA 6+ 50, 26'RT. EX. 6" FIREHYDRANT STA 7+ 13, _ 16 RT. EXJ5T. 87x 8" TEE, B- YAIVF WESZ. -- -- STA. 7 +25, , EX. B" CAP STA 00 16RT STA.- 7 +16 16RT. -- PROR 8" SOLID SL EX T E EXST B" GATE VALVE B "x 12" INC W. TEMP. C SEEDE7Al , . FIRE_ HYDRANT ASSM Y. WITH CONC. BLOCKING STA 3 +3725, 23.3' RT. 6 °x 6" DL TEE W. CONC. BLOCK. STA. 3*38.45,- - -1.7' 6" GATE VALVE N v v v v v i 5 +00 z 6 +00 7 +00 s 41S,i I I GRAPHIC SCALE I SEE SHEETS 0 0 - 30 - - 60 -- - _ -- — 120 - - - -- - IN FEE I ) 1 inch = 3 ft. D m IY 8'SCF 9BJo kfQ, - -_ -- _. - - -- -- 5 RT. I `; Mi V O J& o CONNECTION. VE, ASER(MJxMJ) DCVERT. CRO S. ILOWOFF - - -- -- - -- CRETE BLOCKING FIT- -B -- - - - - -- - - SSMH 4 48 "0 >>9 STA. 10 +00. 5_01T S<F rtr- 3g5 -- - - -- INV. LV. 388 HE SSMHI3 48 "0 ACCESS STA 0 +95.1, 5.011 = SSMHf5 48 "0 132ND AV. STA 11+19.7, 51T. 32ND AV. STA RIM ELV. 381.7 12 +500, 5.0'L1 NV. ELV. 372.35 RIM ELV 367 INV. ELV 360 2,,7 d A VENUE SE UNION A VENUE NE) f LF 12Y! WM-RLl%i, -c la 1 y — I I I I OONTiN64 TiON I i i 132ND AV STA 12+64.0, 9'RT. 12 -0 VERTICAL CROSS (AfJxFL) i W2 -12' BUND FLANGES, 1 W. 27AP & 21PLUG 1- 12PLUG(MJ) W 2" PERM. BLOWFF BLOCKING 1 s -?8 .704 s,Q..,a.w/y I I 12`0 VERTIC.AL CROSS (MJxFL) 2 -121 BLIND FLANGES 1 4 2-TAP & 2-PI UG 1 -12 PLUG(W) W. 2" PERIL BLOWOFF, CONC. BLOCKING ROVED I'k- t il Es! DATE _ STA 11+09. 5, 9'RT P OP. i2 , 8" DL TEE jx_I L), - T B DL GATEVALVE EAS (FLxMJ) DL _ GATFVAI VF AMTH (A&/) W. CONC. BLOCKING EIy 73 3' SSMH .43 48 "0 3LF 8 po COLE.p LT. RIM ELV. 381.7 INV. ELV. 372.35 5MH 5 R8'0 STA 121 -SOA, 5.0'LT. V. INV. ELV. C"-, Q, o N v co v) O } 8 +00 9 +00 10 +00 11 +00 12 +00 SCANNED SEP 13 2002 /3l?. w - ' 7 ° (,- -'c` /0 C APPROVED WNCi.(1 6Y DATE _ APPROVED ''__ --__ i _ DATEtki APPROVED Flrt6 g7 DATE 61-576 - O 9 VARw mmy w tQNAL eiw0ses 7/12/00 ICANrl o UCT 4 20n01 0 ; w 1 S'a>o: (S'- .2e 4.,20 z 8 ! r f, n qkE PAVEM s PROPOSED SANITARY I SEWER PUMP STATION I DESIGN BY OTHERS s ' y A a' 1 1 1 i s -?8 .704 s,Q..,a.w/y I I 12`0 VERTIC.AL CROSS (MJxFL) 2 -121 BLIND FLANGES 1 4 2-TAP & 2-PI UG 1 -12 PLUG(W) W. 2" PERIL BLOWOFF, CONC. BLOCKING ROVED I'k- t il Es! DATE _ STA 11+09. 5, 9'RT P OP. i2 , 8" DL TEE jx_I L), - T B DL GATEVALVE EAS (FLxMJ) DL _ GATFVAI VF AMTH (A&/) W. CONC. BLOCKING EIy 73 3' SSMH .43 48 "0 3LF 8 po COLE.p LT. RIM ELV. 381.7 INV. ELV. 372.35 5MH 5 R8'0 STA 121 -SOA, 5.0'LT. V. INV. ELV. C"-, Q, o N v co v) O } 8 +00 9 +00 10 +00 11 +00 12 +00 SCANNED SEP 13 2002 /3l?. w - ' 7 ° (,- -'c` /0 C APPROVED WNCi.(1 6Y DATE _ APPROVED ''__ --__ i _ DATEtki APPROVED Flrt6 g7 DATE 61-576 - O 9 VARw mmy w tQNAL eiw0ses 7/12/00 ICANrl o UCT 4 20n01 0 ; w 1 S'a>o: (S'- .2e 4.,20 z 8 ! r 1. CONSTRUCTION STANDARDS ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE CONSTRUCTION DRAWINGS, TECHNICAL SPECIFICATIONS, THE UNIFORM BUILDING CODE (1997 EDITION) AS AMENDED BY CHAPTER 51 -40 OF THE WAC, THE RENTON MUNICIPAL CODE, AND THE CITY OF RENTON STANDARD PLANS & SPECIFICATIONS. 2. CONSTRUCTION SAFETY THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT THE PUBLIC AND PREVENT NUISANCES WHILE PERFORMING CONSTRUCTION WORK ON THIS PROJECT. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 3. UTILITIES ALL UTILITIES: EXISTING UTILITIES INDICATED ANYWHERE ON THE DRAWINGS HAVE BEEN PLOTTED FROM THE BEST INFORMATION AVAILABLE TO THE ENGINEER AND SURVEYOR. THE SOURCE OF INFORMATION GENERALLY CONSISTS OF CONSTRUCTION RECORDS, UTILITY LOCATES, AND OTHER DATA OBTAINED VERBALLY FROM OFFICIALS ASSOCIATED WITH THE PARTICULAR UTILITY. OWNER AND ENGINEER DO NOT GUARANTEE NOR ASSUME RESPONSIBILITY FOR THE ACCURACY OF THIS INFORMATION. IT IS UNDERSTOOD THAT OTHER ABOVE GROUND AND UNDERGROUND FACILITIES NOT SHOWN ON THE DRAWINGS MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK. THE CONTRACTOR SHALL VERIFY THE TRUE AND CORRECT LOCATION OF EXISTING UTILITIES TO AVOID DAMAGE OR DISTURBANCE. THE CONTRACTOR SHALL REPAIR ALL DAMAGED UTILITIES IMMEDIATELY. 4. PRE — CONSTRUCTION CONFERENCE A PRE — CONSTRUCTION CONFERENCE AND TWENTY —FOUR HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING CONSTRUCTION. 5. PERMITS AND INSPECTIONS a. PERMITS: THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. SEE SPECIFICATIONS FOR FURTHER INFORMATION REGARDING PERMITS. b. INSPECTION: THE CONTRACTOR SHALL OBTAIN ALL BUILDING DEPARTMENT INSPECTIONS DURING CONSTRUCTION. SOME OF THE INSPECTIONS WILL BE PERFORMED BY A REPRESENTATIVE OF THE CITY OF RENTON. THE CONTRACTOR SHALL NOTIFY THE REPRESENTATIVE 24 HOURS IN ADVANCE OF ANY BACKFILLING OR COVERING OF CONSTRUCTION. 6. CONTRACTOR INITIATED CHANGES TO DESIGN CHANGES SHALL BE SUBMITTED IN WRITING TO THE CITY OF RENTON FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY, WILL NOT SATISFY THIS REQUIREMENT. 7. H -20 TRAFFIC RATING ALL STRUCTURES, MANHOLES, VAULTS, HANDHOLES, LIDS, COVERS, AND ACCESS HATCHES INSTALLED THIS PROJECT SHALL BE H -20 TRAFFIC RATED. CONTACT NAME POSITION PHONE CITY OF RENTON DAVE CHRISTENSEN WASTEWATER UTILITY AND TECHNICAL SERVICES SUPERVISOR 425 - 430 -7206 CITY OF RENTON RON SHAFFER SEWER AND STORM OPERATIONS MANAGER 425- 235 -2585 CITY OF RENTON RAY SLED WATER OPERATIONS MANAGER 425- 235 -2646 OWNER JOHN LONG MECHANICAL PLAN AND PROFILE 253 - 606 -9629 RH2 ENGINEERING MARK MILLER PROJECT ENGINEER 425 - 951 -5372 PSE LAWRENCE HIRCH ELECTRICAL & GAS 253- 395 -6915 DRAWING NAME SHEET DRAWING NUMBER COVER AND GENERAL INFORMATION 1 G1 EXISTING SITE PLAN 2 JL1 PROPOSED SITE PLAN 3 JC1 PROPOSED FORCE MAIN ALIGNMENT 4 JC2 PROPOSED STRUCTURAL_ PLAN 5 JS1 MECHANICAL PLAN AND PROFILE 6 JM1 ELECTRICAL LEGEND SHEET 7 JE1 ONE —LINE DIAGRAM 8 JE2 ELECTRICAL SITE PLAN 9 JE3 ELECTRICAL PLAN 10 JE4 LADDER AND GRATING DETAILS 11 JG1 MISCELLANEOUS DETAILS 12 JG2 ELECTRICAL DETAILS 13 E1 TELEMETRY DETAILS 14 E2 fir.. t M.P EXPIRES 3/19/2008 SIGNED. 08131100 ENGINEERS PLANNERS SCIENTISTS B I.LINGHAM OFFICE s6 0.676.083r 454 `Test Norton Road BOTH ELL OFFICE 425.95i.5AC". 12100 ICE 195th Street, Suite 100 EAST WENATCHEE OFFICE 09,88E2900 300 Simon Street, Suite 5 PORT ORCHARD OFFICE 360,8 / % 960 600 Kir qo St. ,ct, Suite 100 z O 1 DRAWING IF •A• IS NOT 2" LONG PLOT: ® W W DATE: 0-0 O IC / ®/ , 9 07- LL zjQ W 7E W WC af Q O LL_ w Z z w O° j Q 0 z Q Z O W D O V ENGINEERS PLANNERS SCIENTISTS B I.LINGHAM OFFICE s6 0.676.083r 454 `Test Norton Road BOTH ELL OFFICE 425.95i.5AC". 12100 ICE 195th Street, Suite 100 EAST WENATCHEE OFFICE 09,88E2900 300 Simon Street, Suite 5 PORT ORCHARD OFFICE 360,8 / % 960 600 Kir qo St. ,ct, Suite 100 1 DRAWING IF •A• IS NOT 2" LONG PLOT: ® II11 ENGINEER: I JB DATE: 1 IC / ®/ , 9 BLOWOFF ASSEMB' X/ t PROPOSED 8" C900 OR DUCTI IRON GRAVITY SEW INSTALLED BETWEEN FOR MAIN AND PARCEL BOUNDA'. SIDEWA Diu = 8" WATER LII PROPOSED 4" C900 DUCTILE IRON FORCE M) ABANDONED 12" STORM DRAIN If1C `F FVRVG IVIAIIV. FVRVC Iwrmv OrIML.L RUN UNDER THE WATER LINE AND MAINTAIN .A C'LNA, SITE PLAN - 1 MINIMUM OF 3' OF GROUND COVER. G G 1' 1" =20' 5. AS- Q ftLTS S- 28"1! CONSTRUCTION NOTES UTILITY LEGEND SS Fhd SS F4 4" C900 OR DI FORCE MAIN WHERE INDICATED ON THE PLANS 6" PVC Ss 6" PVC SANITARY SEWER 8" Pvc Ss 8" C900 OR DI SANITARY SEWER w - -- 8" DI WATER LINE 8" PVC Ss 8" PVC SANITARY SEWER 12" STORM DRAIN z b, ` s r .L t t , REVISED TO CONFORM TO CONSTRUCTION RECORDS NO. REVISION MI=5- 2.51706 EXPIRES 3/19/20Q8 SIGNED. 08131100 z W CD w n ° O JQ z_ W 7- UW O O 0 j< Z J 0 r 0 Z 0 x W BELL IImIGHAM OFFICE 454 West ?lorton Road BOTHEL_L. OFFICE 425.951.5` 00 12100 NE 195th Street, Suite 100 EAST WENATCHEE OFFICE 509.886.2901, 300 Sin -,,on Street, Suite 5 PORT ORCARD OFFICE 360.87 f6. 960 600 Kitsa,, Street, Suite 101 SCALE: SHOWN KOM 1„ 2„ DRAWING IS NOT TO SCALE IF BAR IS NOT 2 LONG PLOT: 10 DWG NO. ENGINEER: DJB JU REVIEWED: MM DATE: JAN 24, 2007 SHEET NO. CLIENT: LON Z NLA MLM 12/1/06 doe No.: 100.029 14 BY REVIEW DATE FILENAME: JLD —CE STANDARD DRIVEWAY SECTION WITH SLOPED SIDEWALK PER CITY OF RENTON 3/4" EXPANSION JOINT WITH IEXPIRES 3//19/2008 SIGNED. 08131100 D U) Li n r-) OZ Q I I I:E LLJ LLJ 00 0 OF- O ,- O D s 352 ELEVATION VIEW 1 11 = 5$ Zl_\ REVISED TO CONFORM TO CONSTRUCTION RECORDS NO. REVISION EXISTING 6" s RESTORE ROAD WAY USING 4" ASPHALT IN TWO LIFTS. 6" CRUSHED SURFACING TOP COURSE COMPACTED -PER STANDARD SPECIFICATIONS. PROPOSED STRUCTURAL FILL. COMPACTED TO 92% OF MAXIMUM DRY DENSITY PER MODIFIED PROCTOR (ASTM 1557D) PROPOSED X 8" GRAVITY 41' SEWER TO EXISTING MANHOLE. I DEPTH OF PIPE WILL VARY. i1( PROPOSED PIPE BEDDING 11= MATERIAL: GRAVITY TRENCH DETAIL NOT TO SCALE FORCE MAI ALIGNMENT 1" = 3' -0" FINISH GRADE. GRADE SHALL _ VARY. TOP SOIL 4" COMPACTED DEPTH OR MATCH EXISTING DEPTH IF GREATER. PROPOSED STRUCTURAL FILL. COMPACTED TO 92% OF MAXIMUM DRY DENSITY PER MODIFIED PROCTOR',(ASTM 1557D) PROPOSED 4" FORCE MAIN TO EXISTING MANHOLE. MAINTAIN 3' MIN. COVER. MATERIAL .-* ROPOSED PIPE BEDDING FORCE MAIN TRENCH DETAIL NOT TO SCALE 4 F THE 4" THE 4" OR DI FROM G MANHOLE. 8" C900 OR DUCTILE VITY SEWER OWOFF ASSEMBLY BY FHERS WINE, e:: i ET WELL RY WELL WIDE ROCK WALL TORMWATER DETENTION VAULT YPICAL) 3PHALT DRIVEWAY ERTY LINE 2\ REVISED TO CONFORM TO CONSTRUCTION RECORDS NLA MLM CITY OF RENTON REVISION DJB MM NO. REVISION BY REVIEW SIGNED: 08131100 Z z W CD w n 0z 1Q _ W UWry Do LL- O OF- Q Z Z O D t BELLINGHAM OFFICE 360.676.0836 454 West i!orton Road BOTHELL OFFICE 425.` 5! 40,0 2100 NE 195th Street, Suite 100 AST WENATCHEE OFFICE 509.886-2900 300 S rnon Street. Suite 5 PORT ORCHARD OFFICE 360.876. 7960 600 nitsap Street, suite i01 SCALE: SHOWN aaaa s -. ®-ew•®-®-®-® -ems .-.-s-r- w!®!®!®!®!®!.!.! 1! IM! ..!11 1py e DRAWING NOT e SCALE IF BAR IS NOT e ENGINEER: e JB DATE: JAN 24, 2007 SHEET NO. 4 ee .B Io ee e e UPPER WET WELL ACCESS LADDER 1 9' -2" 8" GATE VALVE WITH VALVE BOX AND COVER LABELED 'SEWER'. CONNECTION POINT TO MANHOLE llll - 7' -2» 8" PVC OR DI GRAVITY SEWER . , LANDING PLATFORM TO MATCH SAME AS EXISTING RENTON LIFT STATION. SEE CITY FOR DETAILS (TYPICAL). I- 4" DUCTILE IRON WITH RESTRAINED JOINT BETWEEN 90° BENDS. RESTRAINED JOINT SHALL BE MEGALUG OR EQUAL. 4' -0" DOUBLE ALUMINUM DIAMOND PLATE ACCESS DOORS EQUAL TO BILCO TYPE JD, DOORS TO LOCK IN VERTICAL POSITION WITHOUT MOVEMENT, SPRING ASSISTED OPENING, H -20 LOAD RATED, MILL FINISH, ODOR RESISTANT GASKET, RECESS HASP COVERED WITH HINGED LID. MOUNT PER MANUFACTURE'S RECOMMENDATIONS. ALL HARDWARE AND FASTENERS SHALL BE TYPE 316 STAINLESS STEEL. ROUTE 1 -1/2" PVC DRAIN FROM FRAME TO DRAIN SUMP OR BELOW CLEANING PAD. MOUNT SECURELY WITH STAINLESS STEEL BRACKETS. 370' -0" 0' -0") APPROX. WET WELL RIM PUMP REMOVAL GUIDE RAIL SYSTEM 6' INSIDE DIAMETER x 17' INSIDE DEPTH PRECAST CONCRETE WET WELL EQUAL TO PIPE INC. -72" MANHOLE WITH CUSTOM TOP SLAB AS DETAILED ON THIS SHEET. PROVIDE WATERTIGHT GASKETS AT ALL JOINTS LOWER WET WELL ACCESS LADDER 4' -0" CL OF WET WELL TO CL OF DRY WELL SUMP PUMP PIPE FROM DRY WELL TO WET WELL UNIHOIST WALL SLEEVE TO MATCH CITY'S EXISTING SYSTEM. INSTALL PRECAST CONCRETE VALVE VAULT, UTILITYSOASNOTTOINTERFEREWITH VAULT NO. 687 —LA OR APPROVED EQUAL. HATCH OPERATION. INTERIOR DIMENSIONS: 8' -0" L x 6' -0" W x 7' -0" H. PROVIDE SUMP PIT AS SHOWN. SHACKLE RODS (TYPICAL) SEE DETAIL THIS SHEET. 8' -8" SUMP PUMP PIT. SEE DETAIL THIS SHEET. PROVIDE A HATCH NET, SIZE TO FIT. SAFETY NET SHALL BE SAFE APPROACH OR EQUAL. TO WET WELL VENT PIPE t S I. 1t rI6 » CRUSHED SURFACING TOP --•} ! -: l I K•` j:. COURSE f = `> j y I 1 Y ' i .! :. ;. :_,. .'f a -'.` •'i' SLOPE LOOSE SOIL AS l`. FS).. ; t ri - .: Jr•. ° I A.. I I i ! .J•y1,':yi: ' v ". r.., : .. LNECESSARYFORWORKER ' / " a I I ! I fDRYWELLLADDER. SEE PROTECTION xI DWG. NO. JG1 I UPPER WET WELL LADDER, SEE DWG. NO. JG1 f4.:.- t I x \ \ / 3 y I • • i r... e - !': .. s s~ j ( _ _ I -]m GY - i , t' , Y • •: s "{ • s.::: + y S CLEANING PAD, SEE DWG NO. JG1 J i!dt ! t 1 ..) a +ii I II f '•'; %t - •s:1,. •'1 r 3 i j I i aa, Il.x • zi s..f':•s r :mot A V \ li F IL El. }' Y ? its _ •i,.'r•'r' ii:' '1 ' \ I i4Yt f.. r 3q • o- I e s s ;N•1. k `.. ^°k` .:., r r::x :.:'.. l .:, a :r9.'.'. .x P' k. ,r :. r ;. F ,.. ! i .ci, st£., :;... ,:. ,. .; •. ;• i ,,: :.... . ... . ... ... ti. ...;,, Y's, ". rs .. sr .i i 4,.. r '?r. -. -.,: { .{,, z t + A t -. •. p/\ \ x .. ..... „s., a ... , : .; -;— . .,:., ,. "'k x U F :v} i ::i'136. lF 1.- " -fi P -'. r •- 4 •. 1y / ,...` r 'w E j ys k . i, -' .+ .. , . :. :. ... 1. .r ., f: C .. ( a +C :s .;.., ,.:., Yl , . ,:.,,_ _. "'— ..,._.5 ' „ .,. ,,:. ., :- ,;,.:. r ,.s.. air der?,., . ` `' ,. 4' :.Is, • + v.. . her'; _` ; , 7 :r.5'.. , t 3 xi v?- r^.',, »r:. 361'-3p' —8 —9 \:. I -- 1 TOP OF CLEANING PAD \A \. 1 e,N s UNDISTURBED NATIVE MATERIAL 17 LL \. CLEAN SAND GRAVEL PER " WET WELL LOWER ACCESS / 5/8 MINUS CRUSHED ROCK 12 STANDARDLADDER. SEE DWG NO. JG1 SPECIFICATION MIN. THICKNESS 5/8" MINUS CRUSHED ROCK PLACED AROUND PERIMETER OF WETWELL TO FILL EXCAVATED AREA. 1' -8" 353' -0" (- 17' -0 ") WET WELL FLOOR BUILD UP SLOPING BOTTOM WITH CONCRETE OR GROUT. AREA BELOW LOWER ACCESS LADDER SHALL BE FLAT TO PROVIDE LANDING AREA. FLAT AREA SHALL HAVE A 1% SLOPE TOWARDS PUMP TO AVOID EFFLUENT COLLECTION IN THAT AREA. I-- SLOPE BOTTOM OF WETWELL FLOOR TOWARD PUMP INTAKES. 1' -2" 1' -0" 1' -2" DOTE: ELEVATIONS AND SETPOINTS SHOWN WERE DESIGN NUMBERS. ACTUAL ELEVATIONS AND SETPOINTS MAY HAVE CHANGED DURING I AND AFTER CONSTRUCTION. PROPOSED ELEVATION VIEW A 1" = 1_ 11 JS120 3" ACP 370' -0" (0' -0' APPROX. DRY WELL RIM 4 REBAR 6" O.C. CDF BACKFILL UP TO LOCATII OF 4' WIDE ROCK WALL. DRILL HOLES 4" INTO DRY WELL AND EPDXY TO SECURE REBAR FOR SUMP PIT (TYPICAL) 362'-4" (-7'-8 RINSIDEVAULTFLOOR DRY WELL ACCESS LADDER. SEE DETAIL ON DWG NO. JG1. A 6' -8" JS1 SHACKLE RODS s 14" LENGTH #4 REBAR DOWELS. DRILL AND EPDXY INTO 72" CONCRETE MANHOLE @ 24" O.C. MIN. AND AT END OF BOTH BEAMS. HILTI "HIT 100" ADHESIVE SYSTEM OR APPROVED 'EQUAL WET WELL. EXTER r DRY WELL SUMP PLAN 111 = 21 -011 ACCESS HATCH FRAMING OBLIQUE VIEW PROVIDE FIBERGLASS GRATE TO COVER ENTIRE OPEN AREA. SUMP PUMP. SEE MECHANICAL PLAN DWG NO. JM1 3/8 "x6" NELSON STUDS WELDED TO FRAMING OF HATCH AT 12" O.C. 1011 5.5» a_____ 3.5" O.C. 3) #6 1" = 2' -011 laml lwl NO SCALE MATERIALS LEGEND UNDISTURBED NATIVE MATERIAL 0 CLEAN SAND /GRAVEL PER STANDARD SPECIFICATION. WCD CRUSHED SURFACING TOP COURSE. 0 5/8" MINUS CRUSHED ROCK l - CDF BACKFILL Oz PROPOSED ASPHALT CONSTRUCTION NOTES EXPIRES 3/19/2008 SIGNED: 08131 100 t VIIVLJ 9 € I%nRGH ftM OFFICE 4 CONITRACTOR SHAT L, PRE)ViDI A WET -WELL `WAULT;.:AND ,DRY 454'We.t 'F :,rtcr, Road WELL VAULT THAT' WILL WITHSTAND t1PLIFTING BUOYANCY FORCES ' BOTH ELL OFFICE 425.9 51, 5400 12100 Iv E 95th Srr e >t, Site 100 EAT WENATCHEE OFFICE 310 Sir llon Stree±, Suite 5 PORT ORCHARD OFFICE 3, .t;6.I96 1300 Kitsop Street, Suite 101 SCALE: SHOWN O - 1,/ 211 DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG PLOT: 48 DWG NO. ENGINEER: DJB J,S'' ice I REVISED TO CONFORM TO CONSTRUCTION RECORDS N0. I REVISION REVIEWED: MM DATE: JAN 24, 2007 SHEET NO. 5CLIENT: LON NLA MLM 12/1/06 JOB NO.: 100.029 14 BY REVIEW DATE FILENAME: JLD.S1 A,: 13 -2-7 Oq WCD a W CL n a Oz W F- UW0: 0 O r CD Z zo O ,- D W Q n OZCL11 J OOm CL t VIIVLJ 9 € I%nRGH ftM OFFICE 4 CONITRACTOR SHAT L, PRE)ViDI A WET -WELL `WAULT;.:AND ,DRY 454'We.t 'F :,rtcr, Road WELL VAULT THAT' WILL WITHSTAND t1PLIFTING BUOYANCY FORCES ' BOTH ELL OFFICE 425.9 51, 5400 12100 Iv E 95th Srr e >t, Site 100 EAT WENATCHEE OFFICE 310 Sir llon Stree±, Suite 5 PORT ORCHARD OFFICE 3, .t;6.I96 1300 Kitsop Street, Suite 101 SCALE: SHOWN O - 1,/ 211 DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG PLOT: 48 DWG NO. ENGINEER: DJB J,S'' ice I REVISED TO CONFORM TO CONSTRUCTION RECORDS N0. I REVISION REVIEWED: MM DATE: JAN 24, 2007 SHEET NO. 5CLIENT: LON NLA MLM 12/1/06 JOB NO.: 100.029 14 BY REVIEW DATE FILENAME: JLD.S1 A,: 13 -2-7 Oq SHACKLE RODS (TYPICAL) SEE NOTE. Tl 7.INT DRY WELL ACCESS LADDER 8" C900 OR DI GRAVITY SEWER INTAKE O O © O O 10 11O L f CONNECTION POINT TO Q1 ; WALL MOUNTED PIPE SUPPORT. MANHOLE ' S © _ 12 SEE DETAIL THIS SHEET. gy21 io 93ff) ti SS JM1 4 n` s- PROVIDE ADJUSTABL E SADDLE TYPE SAFETY CHAIN. SEE ' « SUMP PUMP PIPE SUPPORT (3 -4 ") WITH BASE DETAIL ON DWG NO. JG2. DISCHARGE LINE AND RISER PIPE. I SUMP PUMP DISCHARGE. PROVIDE 50 FEET OF 3/4" INDUSTRIAL SUMP PUMP PIT. SEE DETAIL C) 90° TURNDOWN AND PIPE TO GRADE FLEXIBLE WATER HOSE ON DWG N0. JS1 I EXTEND BELOW CLEANING PAD WITH NOZZLE AND STAINLESS I STEEL WALL MOUNT RACK. (1) 120V MIN. 45gpm AT 10' HEAD SUMP PUMP EQUAL TO PACO PIP 701a. PLUMB TO WET WELL WITH 11/x" PIPE INCLUDING CHECK VALVE. 4" DUCTILE IRON WITH RESTRAINED JOINTS FOR 1g PROVIDE UNION AND BALL VALVE ON EACH RUN 25' SOUTH OF 90° BEND. RESTRAINED JOINTS 4" DUCTILE IRON WITH OF STRAIGHT PIPE. SECURE PIPE TO WALL. ALL SHALL BE MEGALUG OR EQUAL. AFTER 25' OF RESTRAINED JOINTS BETWEEN PIPE FITTINGS TO BE PVC, COPPER OR BRASS 90° BENDS. RESTRAINED JOINTS DUCTILE PIPE THE CONTRACTOR SHALL HAVE A SHALL BE MEGALUG OR EQUAL. CHOICE TO USE DUCTILE IRON OR PVC PIPE. 370' -0" (0' -0 WET WELL RIM UPPER WET WELL LADDER SAFETY CHAIN (TYPICAL) WET WELL CLEANING PAD. SEE DETAIL ON DWG NO. JG1. 21 26 Q 2g, 359' -4" (-10' -8)1 _ 8" SEWER` INVERTr. 358' -6" (- 11' -6 ") HIGH LEVEL FLOAT ALARM 357 -9" (- 12' -3 ") EMERGENCY PUMP START FLOAT 353' -9" (- 16' -3 ") 1' - 811 EMERGENCY PUMP STOP FLOAT 353' -0" (- 17' -0 ") WET WELL FLOOR m 9 ip Nd • ®, ® lii ill f 0 1" = 2' -0" 1' -2" STAINLESS STEEL GAUIDE RAILS LOWER WET WELL LADDER 1 2" PVC WET WELL VENT. SEE DETAIL ON DWG NO. JG2. LEVEL TRANSMITTER SETPOINTS 356' -6" (- 13' -6" HIGH LEVEL ALARM 355' -9" - 14' -3" LAG PUMP START 355-0" - 15-0" LEAD PUMP START 354' -0" -- 16' -0" PUMP STOP 1' -8" 1-- --I 1' -2" h-- PROPOSED PROFILE VIEW A 1" = 2' -0" J m DRY WELL 370' -0" 0' -0" DRY WELL RIM ADJUSTABLE SADDLE TYPE PIPE WALL SUPPORT. SEE DETAIL THIS SHEET. 365' -4" -4' -8" FORCE MAIN CENTERLINE DRY WELL ACCESS LADDER NOTE: ELEVATIONS AND SETPOINTS SHOWN WERE DESIGN NUMBERS. ACTUAL ELEVATIONS AND SETPOINTS MAY HAVE CHANGED DURING AND AFTER CONSTRUCTION. 362' -4" -7' -8" VAULT FLOOR 360' -4 "(-9'-8") BOTTOM OF SUMP PUMP PIT MECHANICAL LEGEND Oj SUBMERSIBLE SUMP PUMP, SEE SPECS. O 4" STAND MOUNTED DISCHARGE ELBOW FROM PUMP MAKER (FL) O3 4" DI SPOOL (FLxFL) 124" LENGTH 4" DI 90' BEND (FLxMJ) O 4" DI PIPE, APPROX. 45" LENGTH 4" DI LONG PATTERN MJ SLEEVE O7 4 DI PIPE, APPROX. 24 , LENGTH 4" FCA Og 4" COUNTERWEIGHT SWING CHECK VALVE (FLxFL) EQUAL TO M &H MODEL 159, SEE SPECS. 10 I ECCENTRIC VALVE (FLxFL) w /HANDWHEEL 11 4" J 12 4" DI SPOOL (FLxPE) 18" LENGTH 13 4" 14 li DI WYE (FLxFLxFL) 15 4" I 16 4" DI 45° BEND (FLxFL) w /THRUST BLOCK AS SHOWN. 17 4" DI SPOOL (FLxPE), APPROX. 48" LENGTH 1g 4" DI 45° BEND (MJxMJ) w /THRUST BLOCK 19 4" DI SPOOL (FLxFL) w /RESTRAINED JOINT, MEGALUG OR EQUAL. APPROX. 33' LENGTH 0 ADJUSTABLE SADDLE TYPE PIPE SUPPORT (3 -4 ") WITH BASE AND RISER PIPE. COVER SHALL READ "SEWER ". 21 8" RS GATE VALVE (FLxFL) WITH RISER TO GRADE 8" DI TEE (FLxFLxFL) Q3 8" DI SPOOL (FLxPE) w /BEVELED END, APPROX. 24" LENGTH 3/4" HOSE BIB, MOUNT 2' -0" ABOVE VAULT FLOOR. 8" PVC OR DI (FLxFL), APPROX. 60" 26 8" PVC OR DI (FLxFL), APPROX. -W" 84 " 75 r All 7 LEVEL TRANSMITTER SETPOINTS 356' -6" (- 13' -6" HIGH LEVEL ALARM 355' -9" - 14' -3" LAG PUMP START 355-0" - 15-0" LEAD PUMP START 354' -0" -- 16' -0" PUMP STOP 1' -8" 1-- --I 1' -2" h-- PROPOSED PROFILE VIEW A 1" = 2' -0" J m DRY WELL 370' -0" 0' -0" DRY WELL RIM ADJUSTABLE SADDLE TYPE PIPE WALL SUPPORT. SEE DETAIL THIS SHEET. 365' -4" -4' -8" FORCE MAIN CENTERLINE DRY WELL ACCESS LADDER NOTE: ELEVATIONS AND SETPOINTS SHOWN WERE DESIGN NUMBERS. ACTUAL ELEVATIONS AND SETPOINTS MAY HAVE CHANGED DURING AND AFTER CONSTRUCTION. 362' -4" -7' -8" VAULT FLOOR 360' -4 "(-9'-8") BOTTOM OF SUMP PUMP PIT SHACKLE ROD NOTE SIGNED: 08131100 z z W O W n 0 oz 1Q_ W 7- UWry 0 O O O ,- W Q Z O D 0, W J 0 ca Z Q J Q z T i W ENGINEERS WALL PIPE SUPPORT OBLIQUE SCIENTISTS % v N R 12N12%1/4" THICK STEEL PLATE. WELDNOTTOSCALEMlA = T,. MIME i IMM^M- M A nr A k- WALL PIPE SUPPI 1" = 6' -0" NO. MECHANICAL LEGEND Oj SUBMERSIBLE SUMP PUMP, SEE SPECS. O 4" STAND MOUNTED DISCHARGE ELBOW FROM PUMP MAKER (FL) O3 4" DI SPOOL (FLxFL) 124" LENGTH 4" DI 90' BEND (FLxMJ) O 4" DI PIPE, APPROX. 45" LENGTH 4" DI LONG PATTERN MJ SLEEVE O7 4 DI PIPE, APPROX. 24 , LENGTH 4" FCA Og 4" COUNTERWEIGHT SWING CHECK VALVE (FLxFL) EQUAL TO M &H MODEL 159, SEE SPECS. 10 4" ECCENTRIC VALVE (FLxFL) w /HANDWHEEL 11 4" DI 45° BEND (FLxFL) 12 4" DI SPOOL (FLxPE) 18" LENGTH 13 4" DI SPOOL (FLxFL) 16" LENGTH 14 4" DI WYE (FLxFLxFL) 15 4" 1 4" ECCENTRIC (FLxFL) W /HANDWILL 16 4" DI 45° BEND (FLxFL) w /THRUST BLOCK AS SHOWN. 17 4" DI SPOOL (FLxPE), APPROX. 48" LENGTH 1g 4" DI 45° BEND (MJxMJ) w /THRUST BLOCK 19 4" DI SPOOL (FLxFL) w /RESTRAINED JOINT, MEGALUG OR EQUAL. APPROX. 33' LENGTH 0 ADJUSTABLE SADDLE TYPE PIPE SUPPORT (3 -4 ") WITH BASE AND RISER PIPE. COVER SHALL READ "SEWER ". 21 8" RS GATE VALVE (FLxFL) WITH RISER TO GRADE 8" DI TEE (FLxFLxFL) Q3 8" DI SPOOL (FLxPE) w /BEVELED END, APPROX. 24" LENGTH 3/4" HOSE BIB, MOUNT 2' -0" ABOVE VAULT FLOOR. 8" PVC OR DI (FLxFL), APPROX. 60" 26 8" PVC OR DI (FLxFL), APPROX. -W" 84 " SHACKLE ROD NOTE SIGNED: 08131100 z z W O W n 0 oz 1Q_ W 7- UWry 0 O O O ,- W Q Z O D 0, W J 0 ca Z Q J Q z T i W ENGINEERS WALL PIPE SUPPORT OBLIQUE SCIENTISTS % v N R 12N12%1/4" THICK STEEL PLATE. WELDNOTTOSCALEMlA = T,. MIME i IMM^M- M A nr A k- WALL PIPE SUPPI 1" = 6' -0" NO. OHP- p — TEL — EXISTING OVERHEAD POWER EXISTING UNDERGROUND POWER EXISTING TELEPHONE EXISTING SIGNAL 120/240 VOLT WIRING 480 VOLT WIRING SIGNAL WIRING TELEPHONE WIRING WIRING CONNECTED CONDUIT CONCEALED BELOW GRADE, IN SLAB OR WALL. LINE TYPE COLOR WILL VARY DEPENDING ON VOLTAGE CONDUIT AND WIRE EXPOSED OR SURFACE MOUNTED UNLESS OTHERWISE NOTED. LINE TYPE COLOR WILL VARY DEPENDING ON VOLTAGE G GROUND CONDUIT RUN UP THROUGH DEVICE OR FLOOR. LINE TYPE AND COLOR WILL VARY DEPENDING ON THE VOLTAGE AND INSTALLATION REQUIREMENTS. CONDUIT RUN DOWN THROUGH DEVICE OR FLOOR. LINE TYPE AND COLOR WILL VARY DEPENDING ON THE VOLTAGE AND INSTALLATION REQUIREMENTS. CONDUIT STUBBED UP AND CAPPED. LINE TYPE AND COLOR WILL VARY DEPENDING ON THE VOLTAGE AND INSTALLATION REQUIREMENTS. ELECTRICALSYMBOLS LEGEND TO MCC W o I CONNECTION MD MOTION DETECTOR PLUG —IN CONNECTION TO DEVICE ON FRONT OF PANEL THERMAL MAGNETIC BREAKER CONNECTION TO FIELD DEVICE U W V CONNECTION PC PHOTO CONTROL CELL L CAPACITOR Qz 0 T 0 j Q EYS EXPLOSION PROOF CONDUIT SEAL FITTING THERMAL OVERLOAD O MOTORIZED LOUVER ACTUATOR ENGINE GENERATOR I MAGNETIC BREAKER ONLY M SINGLE PHASE MOTOR. HORSEPOWER AS NOTED GENERATOR CONNECTION RECEPTACLE CIRCUIT BREAKER 100 HP THREE PHASE MOTOR. HORSEPOWER AS NOTED N SOLID NEUTRAL FUSE FTB] TERMINAL BLOCKCONTACTOR O GROUND ROD SIZED PER N.E.C. USE EXOTHERMIC WI=LD CONNEECTION AT o CIRCUIT BREAKER WITH CURRENT LIMITING FUSE RTM MOTOR RUN TIME METER THE GROUND ROD. FUSED SWITCH OC MOTOR OPERATION COUNTER GROUND CONNECTION SWITCH LA SSRVS LIGHTING ARRESTOR WP DUPLEX OUTLET RECEPTACLE, 120VAC, 20 AMP WITH GROUND PLUG SSRVS —SOLID STATE REDUCED VOLTAGE STARTER WATERPROOF WHERE INDICATED WP) (GFI WHERE INDICATED GFI) GFI METAL PIPE GROUND DEDICATED SINGLE OUTLET GFI RATED RECEPTACLE, 120VAC, 20 AMP WITH GROUND PRONG. DUPLEX RECEPTACLES NOT IMIT SWITCH LIMIT SWITCH— SQUARE D HEAVY DUTY TYPE C, CLASS 9007 OR ACCEPTABLE VARIABLE FREQUENCY DRIVE p APPROVED EQUAL. SELECT ACTUATOR LEVER ARM BEST SUITED FOR MOUNTING ON ACCESS HATCH. ELECTRICAL PLUG POWER TRANSFORMER INDICATE TYPE BY INSTRUMENT METER LETTER CONTROL POWER TRANSFORMER DS DISCONNECT SWITCH V A — AMMETER VAR — VARMETER AH — AMPERE —HOUR VARH — VARHOUR METER PF — POWER FACTOR W — WATTMETER V — VOLTMETER WH — WATTHOUR METER AM VA —VOLT AMMETER STANDARD SWITCH, 120VAC, 20 AMP TRANSFORMER ABBREVIATIONS 3 —WAY SWITCH, 120VAC, 20 AMP 3WAY SPDT — SINGLE POLE, DOUBLE THROW CURRENT TRANSFORMER SPST — SINGLE POLE, SINGLE THROW 4— POSITION SWITCH, 120VAC, 20 AMP, LABEL SWITCH POSITION HOA HAND — OFF — MOTION — PHOTO. 75WATTS OJUNCTION BOX SIZED PER NEC HEATER, WATTAGE NOTED HEATER E UTILITY POLE AND GUY WIRE LIGHT FIXTURE ITT POWER VAULT FLUORESCENT LIGHT FIXTURE O KIRK KEY INTERLOCK 70 HIGH PRESSURE SODIUM OUTDOOR AREA LIGHT. WATTAGE NOTED. CONNECTION POINT, EXOTHERMIC WELD. CADWELD OR APPROVED (EQUAL. R INDICATING LIGHT. LETTER NOTES COLOR PIGTAIL, BARE COPPER, LENGTH AS REQUIRED, 8' MINIMUM. OF LIGHT A — AMBER G — GREEN B — BLUE R — RED C — CLEAR CONNECTION POINT, MECHANICAL, COMPRESSION TYPE. OHP- p — TEL — EXISTING OVERHEAD POWER EXISTING UNDERGROUND POWER EXISTING TELEPHONE EXISTING SIGNAL 120/240 VOLT WIRING 480 VOLT WIRING SIGNAL WIRING TELEPHONE WIRING WIRING CONNECTED CONDUIT CONCEALED BELOW GRADE, IN SLAB OR WALL. LINE TYPE COLOR WILL VARY DEPENDING ON VOLTAGE CONDUIT AND WIRE EXPOSED OR SURFACE MOUNTED UNLESS OTHERWISE NOTED. LINE TYPE COLOR WILL VARY DEPENDING ON VOLTAGE G GROUND CONDUIT RUN UP THROUGH DEVICE OR FLOOR. LINE TYPE AND COLOR WILL VARY DEPENDING ON THE VOLTAGE AND INSTALLATION REQUIREMENTS. CONDUIT RUN DOWN THROUGH DEVICE OR FLOOR. LINE TYPE AND COLOR WILL VARY DEPENDING ON THE VOLTAGE AND INSTALLATION REQUIREMENTS. CONDUIT STUBBED UP AND CAPPED. LINE TYPE AND COLOR WILL VARY DEPENDING ON THE VOLTAGE AND INSTALLATION REQUIREMENTS. Zj REVISED TO CONFORM TO CONSTRUCTION RECORDS NO. REVISION EXPIRES 3/19/2008 SIGNED. 08131100 CONNECTION TO MCC W o w CONNECTION TO TELEMETRY RTU n o CONNECTION TO DEVICE ON FRONT OF PANEL CONNECTION TO FIELD DEVICE U W V CONNECTION TO PLC O TWISTED SHIELDED WIRE Zj REVISED TO CONFORM TO CONSTRUCTION RECORDS NO. REVISION EXPIRES 3/19/2008 SIGNED. 08131100 M III PLANNERS SCIENTISTS B I. LIN i-IAM OFFICE 60 rr.0 .,08,.<t , 454 Vves ;c; ion Road BOTH ELL OFFICE 54i14'2'5.9'1'1' . _ EAST WENATCHEE OFFICE 50uv.a.:6 L 9o,.., i)0 neon S'ree', Suite 5 PORT ORCHARD OFFICE JI U71 6. ,',l; ri 6001 K1..3CIu ... c SCALE: SHOWN 0 1» 2» DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG PLOT: 1 DWG N0. 7% ENGINEER: DJB J,E1 REVIEWED: MM DATE: JAN 24, 2007 SHEET N0. CLIENT: LON 7 NLA MLM 12/1 /06 JOB NO.: 100.029 f 14 BY REVIEW DATE FILENAME: JLD —E6 W o w U) x n o OZ W U W VWn, WO CD Qz 00 j Q O M III PLANNERS SCIENTISTS B I. LIN i-IAM OFFICE 60 rr.0 .,08,.<t , 454 Vves ;c; ion Road BOTH ELL OFFICE 54i14'2'5.9'1'1' . _ EAST WENATCHEE OFFICE 50uv.a.:6 L 9o,.., i)0 neon S'ree', Suite 5 PORT ORCHARD OFFICE JI U71 6. ,',l; ri 6001 K1..3CIu ... c SCALE: SHOWN 0 1» 2» DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG PLOT: 1 DWG N0. 7% ENGINEER: DJB J,E1 REVIEWED: MM DATE: JAN 24, 2007 SHEET N0. CLIENT: LON 7 NLA MLM 12/1 /06 JOB NO.: 100.029 f 14 BY REVIEW DATE FILENAME: JLD —E6 PUMP # 1 PUMP # 2 j 10 a HP 1W'1g>l w CONDUIT PENETRATIONS TO VAULT AND WET WELL. PROVIDE INSULATED PLASTIC BUSHING. THOMAS AND BETTIS #226 TYPICAL WET WELL, VALVE VAULT AND HAND HOLES. PROPOSED ELECTRICAL S -8" L x 2' -8" W x S -6" H' ELECTRICAL VAULT FOR SPLICING JACKETED CABLE TO BUILDING WIRE. UTILITY VAULT COMPANY MODEL # 233 -LA OR EQUAL. (TYPICAL). LS3 LS2" LS1 WET WELL TRANSDUCER. SEE DETAIL ON DWG NO. JG2. A ELECTRICAL VAULT ON EYS CLASS 1 DIVISION 1 AREA FAI M& ZS1 0 ZS2 ``.. DRY WELL CHECK VALVE LIMIT SWITCH TYPICAL) SUMP PUMP MOTOR ELECTRICAL VAULT WATERPROOF CABLE SPLICE TYPICAL) CLASS 1 DIVISION 1 AREA iiu POWER ACEWAY SCHEDULE ELECTRICAL EQUIPMENT LEGE ; , RACEWAY DESCRIPTION ORIGINATION TERMINATION Q 1 -1/4" GRC, 4 - #3 SERVICE DISCONNECT UTILITY METER A 1 -1/4" GRC, 4 - #3 UTILITY METER MANUAL TRANSFER SWITCH Q 1 -1/4" GRC, 4 - #3 MANUAL TRANSFER SWITCH DISTRIBUTION BOX 0 1 -1/4" GRC, 4 - #3 MANUAL TRANSFER SWITCH GENERATOR CONNECTION RECEPTACLE CONNECTION TO MASTER BY OTHERS. CONNECT TO PROPOSED SENSORS, ALARMS, AND DEVICES. 1 -1/4" GRC, 4 - #3 DISTRIBUTION BLOCK PUMP CONTROL PANEL 0 1/2" GRC, 2 - #10, 1 - #10G DISTRIBUTION BLOCK TRANSFORMER DISCONNECT WITH 1,50 WATT EXTENDED SERVICE LIGHT BULB. APPLETON PART NOS. AALB -75 (BRACKET), AAU -15N 1 -1/4" GRC 2- #3,1 - #8G TRANSFORMER DISCONNECT 5kVA TRANSFORMER gQ, 3/4" GRC, 3 - #8, 1 - #8G 5kVA TRANSFORMER LOAD PANEL Q 1/2" GRC, 2 - #12, 1 - #12G ELECTRICAL ENCLOSURE LIGHT BREAKER 1/2" GRC, 2 - #12, 1 - #12G WET WELL LIGHT BREAKER 11, 1 2 GRC 2 12 1 12G VALVE V RECEPTACLELEAULTRECE BREAKER WITH 1;50 WATT EXTENDED LIFE BULB. HUBBELL MODEL VX -151 OR EQUAL. 1/2" GRC, 2 - #12, 1 - #12G SUMP PUMP BREAKER A 1" GRC, 3 - #10, 4 - #14, 1 - #10G MOTOR N0. 1 MOTOR STARTER Q 1" GRC, 3 - #10, 4 - #14, 1 - #10G MOTOR NO. 2 MOTOR STARTER 0 1 -1/2" GRC, PUMP 1 JACKETED CABLE MOTOR NO. 1 MOTOR STARTER A: 1 -1/2" GRC, PUMP 1 JACKETED CABLE MOTOR NO. 2 MOTOR STARTER AAA 1" GRC, 6 - #14 FLOAT SWITCHES TELEMETRY PANEL 1 -1/2 GRC, JACKETED CABLE LEVEL TRANSDUCER TELEMETRY PANEL A 2" GRC, 3 -FLOAT CABLES FLOATS TELEMETRY PANEL A 1" GRC, 8 - #12, 4 - #12G VALVE VAULT DEVICES TELEMETRY PANEL A 1" GRC, 14 - #14, 1 - #14G PUMP CONTROL PANEL TELEMETRY PANEL At ANTENNA CABLE TELEMETRY RADIO ANTENNA Q 1/2" GRC, 2 - #14, 1 - #14G INTRUSION ALARM SWITCH TELEMETRY PANEL 0 1/2" GRC, 2 - #12, 1 - #12G GFI RECEPTACLE BREAKER O LS1 O ZS3' EYS WAW FAI LEVEL TRANSMITTER BELLOWS ATTACHED TO SIDE OF VAULT PER MANUFACTURE'S RECOMMENDATIONS 1:14 11,, WET WELL LIGHT SWITCH. MOUNT IN EASY TO ACCESS LOCATION. 3/4 "x8' LONG COPPER GROUND ROD (TYPICAL) GFI go TO UTILITY POWER 6 BARE COPPER GROUNDING ELECTRODE CONDUCTORS TO GROUND RODS PER N.E.C. SIGNED. 08131100 vd, LL.71 J j aCl ST8!9 I01x3 A' EXPIRES 11/3/01 SIGNED. 08131100 z W 0 Li c) Oz j Q W 75 U Li W rz O O O o Q Ln J O D J REVISED TO CONFORM TO CONSTRUCTION RECORDS CITY OF RENTON REVISION NO. REVISION ht't,) // v4 w.th2'.com nnaC I ox,,5'o,1.u0'1'i 80:; . 72,10. 80-52 BELLINCIiAM OFFICE 360.67F)_0836 454. WeSt t;orton Road E OTHEI.,I....OFFICE 12 u pit `+5th Street, Suite 100 EAST NA CHEE OF'F'ICE 509.88 ?x;00 300 Street, Suite 5 PORT ORCHARD OFFICE 360 387 6. 7x)60 600 Kitsiuc, Si ee , Sl; `e 10I SCALE: SHOWN 0 1„ 2„ DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG PLOT: 1 DWG NO. ENGINEER: DJB Il E2 REVIEWED: MM DATE: JAN 24, 2007 SNEE 0. NLA MLM 12/1/06 CLIENT: DJB MM 8/24/00 SOS NO.: 14 BY REVIEW DATE FILENAME: JLD -E1 ELECTRICAL EQUIPMENT LEGE ; , AO SERVICE ENTRANCE DISCONNECT SWITCH - NEMA 3R, HEAVY DUTY BREAKER, SERVICE RATED, 100 C) GENERATOR CONNECTION RECEPTACLE - OUTDOOR RATED, 60OV, 100A, 4 -POLE, 3 -WIRE, THREADED AMP 600 VOLT CIRCUIT BREAKER SWITCH. SIEMENS MODEL E3RED63B100 OR EQUAL. SERVICE CAP, WEATHERPROOF. GROUSE HINDS MODEL N0. AREA10486 OR EQUAL THAT MATCHES CITY'S ENTRANCE SWITCH SHALL INCLUDE A SURGE SUPPRESSION UNIT AS IDENTIFIED ON THIS SHEET. EXISTING PLUG. MANUAL TRANSFER SWITCH - NEMA 3R, DOUBLE THROW, NON -FUSED SAFETY SWITCH, 600 VOLT, 100 CO) TELEMETRY PANEL - PROVIDED BY OTHERS, INSTALLED THIS CONTRACT. PROGRAMMING AND AMP, SIEMENS MODEL NFR353DTK OR EQUAL. (SIZE: 12 "Wx25 "Hx5 "D) CONNECTION TO MASTER BY OTHERS. CONNECT TO PROPOSED SENSORS, ALARMS, AND DEVICES. 480 VOLT DISTRIBUTION BOX - NEMA 3R, SIZED PER N.E.C. C) WALL MOUNTED INCANDESCENT FIXTURE - EXPLOSION PROOF, 120 VOLT, 150 WATT RATED. FURNISH WITH 1,50 WATT EXTENDED SERVICE LIGHT BULB. APPLETON PART NOS. AALB -75 (BRACKET), AAU -15N OD 240/120V LIGHTING PANELBOARD - NEMA 3R, SINGLE PHASE, 3 WIRE, SOLID NEUTRAL, 16 SPACES. FIXTURE UNIT), AAGU -1 ALUMINUM GUARD OR EQUALS. FURNISH ALL NECESSARY CONDUIT AND SIEMENS MODEL W1624MB1100CU OR EQUAL. PROVIDE BREAKERS AS SHOWN ON ONE -LINE DIAGRAM. SEALS TO MEET EXPLOSION PROOF CRITERIA. MOUNT AS HIGH AS POSSIBLE ON WALL. SIZE: 14.5 " Wx22 " Hx4.5 " D) C) ELECTRICAL EQUIPMENT PANEL LIGHT FIXTURE - INCANDESCENT, 120 VOLT, 150 WATT RATED. FURNISH EO PUMP CONTROL PANEL - SEE SPECIFICATIONS. WITH 1;50 WATT EXTENDED LIFE BULB. HUBBELL MODEL VX -151 OR EQUAL. 0 TRANSFORMER DISCONNECT SWITCH - NEMA 3R, HEAVY DUTY, 3 -POLE, 3 -WIRE, 30 AMP, 600 VOLT, C) LIMIT SWITCH FOR ACTIVATING PANEL LIGHT. SQUARE D HEAVY DUTY TYPE C, CLASS 9007 OR EQUAL. FUSED DISCONNECT SWITCH. SIEMENS MODEL FR351 OR EQUAL. (SIZE: 8.5 " Wx15 " Hx4.5 " D) CONTRACTOR SHALL SELECT ACTUATOR LEVER ALARM BEST SUITED FOR MOUNTING CONFIGURATION. LOW VOLTAGE TRANSFORMER - OUTDOOR RATED, DRY -TYPE, 5 KVA, 240x480- 120/24OV, SINGLE C) INTRUSION ALARM SWITCH - SQUARE D HEAVY DUTY TYPE C, CLASS 9007 OR EQUAL. USE LIQUID PHASE. SIEMENS MODEL 1D1N005ST OR EQUAL. (SIZE: 10 " Wx15 " Hx12 D) TIGHT FLEXIBLE CONDUIT BETWEEN JUNCTION BOX AND LIMIT SWITCH. CONTRACTOR SHALL SELECT ACTUATOR LEVER ALARM BEST SUITED FOR MOUNTING CONFIGURATION. 0 ELECTRICAL CEILING HEATER - 1OKW, 480 VOLT, 3 PHASE 34,100 BtuH, ELECTRICAL HEATER WITH UNIVERSAL MOUNTING BRACKET. MOUNT PER MANUFACTURER'S RECOMMENDATION. DAYTON TC) CHECK :VALVE POSITION LIMIT SWITCH - SQUARE D HEAVY DUTY TYPE C, CLASS 9007 OR EQUAL. USE HEAVY -DUTY MODEL OR APPROVED EQUAL. PROVIDE WITH WALL MOUNTED THERMOSTAT ADJUSTABLE LIQUID TIGHT FLEXIBLE CONDUIT BETWEEN JUNCTION BOX AND LIMIT SWITCH. SEE DETAIL ON DWG N0. BETWEEN 50° TO 807. THERMOSTAT SHALL HAVE A ROOM TEMPERATURE THERMOMETER. SET G2. THERMOSTAT AT 557. C) FLOOD SWITCH - OMEGA MODEL LV -10 OR EQUAL. MOUNT TO END OF 1/4" PVC PIPE AND SECURE TO K ELECTRICAL HEATER DISCONNECT - NEMA 3R HEAVY DUTY 3 -POLE 3- WIRE 30 AMP 600 VOLT WALL WITH MINIMUM OF TWO STAINLESS STEEL PIPE CLAMPS. SWITCH SHALL TRIP AT 1/2" OF WATER FUSED DISCONNECT SWITCH. SIEMENS MODEL FR351 OR EQUAL. (10 "Wx15 "Hx12 "D) LEVEL IN VAULT. UTILITY METER ENCLOSURE - AS APPROVED BY PUGET SOUND ENERGY. C) WET WELL LIGHT SWITCH - AC QUIET TYPE 20 AMP SINGLE POLE. 30 AMP FUSE BLOCK IN A NEMA 4 6 "x6 "x6" ENCLOSURE. C) TRANSIENT VOLTAGE SURGE SUPPRESSER - 6 "x6 "x6" NEMA 4 ENCLOSURE, ORION MODEL ORN -3Y 277/48OV. NO SUBSTITUTION. GFI go TO UTILITY POWER 6 BARE COPPER GROUNDING ELECTRODE CONDUCTORS TO GROUND RODS PER N.E.C. SIGNED. 08131100 vd, LL.71 J j aCl ST8!9 I01x3 A' EXPIRES 11/3/01 SIGNED. 08131100 z W 0 Li c) Oz j Q W 75 U Li W rz O O O o Q Ln J O D J REVISED TO CONFORM TO CONSTRUCTION RECORDS CITY OF RENTON REVISION NO. REVISION ht't,) // v4 w.th2'.com nnaC I ox,,5'o,1.u0'1'i 80:; . 72,10. 80-52 BELLINCIiAM OFFICE 360.67F)_0836 454. WeSt t;orton Road E OTHEI.,I....OFFICE 12 u pit `+5th Street, Suite 100 EAST NA CHEE OF'F'ICE 509.88 ?x;00 300 Street, Suite 5 PORT ORCHARD OFFICE 360 387 6. 7x)60 600 Kitsiuc, Si ee , Sl; `e 10I SCALE: SHOWN 0 1„ 2„ DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG PLOT: 1 DWG NO. ENGINEER: DJB Il E2 REVIEWED: MM DATE: JAN 24, 2007 SNEE 0. NLA MLM 12/1/06 CLIENT: DJB MM 8/24/00 SOS NO.: 14 BY REVIEW DATE FILENAME: JLD -E1 SIDEWA TO UTILITY POWER VAULT A ffil I A I T fl A% Ilk If' OCK WALL S DRY WELL TER ENCLOSURE. A SEE DWG NO. JE2 FOR POWER RACEWAY SCHEDULE SIGNED: 08131100 SIGNED. 08/31 /00 Q INN I I DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG AwPLOT: SHOWN DWG NO. mmmw 13 2\ REVISED TO CONFORM TO CONSTRUCTION RECORDS Z1 CITY OF RENTON REVISION N0. REVISION rte c 7 J`E3 REVIEWED: MM DATE: JAN 24, 2007 4. z NLA MLM 3 f W CD Z s t f 3 r 4 W 8/28/00 JOB NO.: 100.029 f t 5 r 1 i X t r< rte.,.; .... t CL DATE NOTE IN A THAUITINSTALLDRLLEEt,OND A E ON RE E E C S D. S ESHLSCCEE f t n f HTNUMS T RYPELE TDAL_THS SHEE a « y, _ _ _ _- t ,. ,., ,,.r .. f : N, r. '' SIT PANEL _A I) ? .. _ s Tf R cnr'' n x SFOR TELEMETRY ANTENNA _ a PROVIDED BY CITY MAST PROVIDED BY O J x CONTRACTOR. CONTRACTOR INSTALLED. F,. .x ,...., .. r . ......... ... ..:.,..,. _,.... ".. .. : t - -. ., _. . .. a ..... .. <. <: .,_.. ,: . P AMMIN AN CONNECTION R Ya r ROGR G D CO EC 0 0 MASTER B it -,.., _ CATCH BASINCCBS r, ,, > , , OTHERS. r , , r I RMAN ELECTRICALr E 3 ELEC C L STORM DRAIN BY OTHERS 12" CPEP STORM DRAIN ELECTRICAL VAULT UTILITY METER WET WELL VENT LV Q INN I I DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG AwPLOT: SHOWN DWG NO. mmmw 13 2\ REVISED TO CONFORM TO CONSTRUCTION RECORDS Z1 CITY OF RENTON REVISION N0. REVISION I5 %5rZ4) 1.71 ENGINEER: DJB J`E3 REVIEWED: MM DATE: JAN 24, 2007 SHEET O. NLA MLM 12/1/06 CLIENT: LON V14DJBMM8/28/00 JOB NO.: 100.029 BY REVIEW DATE FILENAME: JLD —E3 I5 %5rZ4) 1.71 DRIP SHIELD TO PREVENT WATER FROM DRIPPING IN FRONT OF THE PANEL. ELECTRICAL EQUIPMENT ENCLOSURE. 84" H x 108" W x 24" D. SEE SPECIFICATIONS FOR DETAILS. PROVIDE BLACK BACKGF PHENOLIC— ENGRAVED WA SIGN. BOLT TO ELECT ENCLOSURE USING (4; E 2" HIGH WHITE LET' ELECTRICAL HOUSEKEEPING PAD 1" = 2' -0" v BACK PAN (TYPICAL) MEMO ISE KEEPING PAD RED EDGES ON ALL JIULJ. I-MU JnALL EXTEND 2" BEYOND ELECTRICAL ENCLOSURE ON ALL SIDES. 1" = 1' -0" UTILITY METER ENGINE GENERATOR RECEPTACLE IfIA rim 0 SLIW^u,, E V I tW NOT TO SCALE SHIELD 1" = 1' -0" A E5 ENCLOSURE DOOR REINFORCE ELECTRICAL HOUSEKEEPING PAD WITH #4 BAR AT 12" OC EW. VIE 1" = 1' -0" REVISED TO CONFORM TO CONSTRUCTION RECORDS N0. I REVISION EXPIRES 3/19/200 SIGNED. 08131100 SIGNED. 08101 100 Z z W0 C/) n o 0 j Q W UWry O Lj- C O Q Z J O E N SC1 t BELLINGHAM OFFICE 454 'VVes {t `,I or, Ro,,,. d BOTHELL OFFICE 12100 NE 1915th S'reet, Suite IDD EAST WENATCHEE OFFICE 5109.886,29C0 00 S;n-,— Street, Suite PORT ORCHARD OFFICE s00.8 _6. "6(, 5,00 Ki'. Qr: _, .. ee', Suite 101 SCALE: SHOWN 0 1„ 2„ DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG PLOT: 24 DWG NO. ENGINEER: DJB J E4 REVIEWED: MM DATE: JAN 24, 2007 s jET t CLIENT: LON NLA MLM 12/1/06 JOB NO.: 100.029 14 BY REVIEW DATE FILENAME: JLD —E5 J -1a EXTREN 625 3" x 3" x 1/4", EACH SIDE 1 I GRATING CONNECTION @ BEAM SECTION GRATING DETAILS NOT TO SCALE EXTREN 625 W 4 x 4 x 1/4" MORRISON MOLDED FIBER GLASS COMPANY (MMFG) FIBREBOLT 1/2"0-13 UNC FIBERGLASS STUDS AND NUTS, TYPICAL (OR MAY SUBSTITUTE STAINLESS STEEL BOLTS) EXTREN 625 W4x4x1/4" SS BENT PLATE 3" x 3" x 1/4" ANCHOR EXTREN 625 4"x4 "x1/4" FRP ANGLE (TYPICAL OF 3). INSTALL SADDLE TYPE HOLD —DOWN CLIPS THIS LOCATION. WET WELL LADDER HOLD HOOK. SEE DETAIL ON DWG NO. JG2. mm 5/80 SS DRILL AND EPDXY ANCHOR SYSTEM EQUAL TO HILTI "HIT C100" WITH SS NUT AND WASHER. 6" EMBEDMENT TYPICAL OF ALL BEAM /WALL CONNECTIONS. INSTALL SADDLE TYPE HOLD —DOWN CLIPS THIS LOCATION. LADDER HOLD HOOK. SEE DETAIL THIS SHEET AND ON DWG NO. JG2. LADDER SLIDE. SEE DETAIL DWG NO. JG2. UNI —HOIST WALL SLEEVE EXPIRES 3/19/2008 SIGNED. 08131100 I 4 UPPER LADDER. SEE DETAIL LADDER NOTES THIS SHEET. x 'sWETWELLACCESSHATCH I Ott 5 WET WELL ACCESS HATCH r b INSTALL SADDLE TYPE (- 1 ENTIRE WET, WELL LADDER, ; I 2' -3" r r' HOLD —DOWN CLIPS THISANCHORING 'AND HARDWARE :SHALL- i BE STAINLESS STEEL. i LOCATION. 5 11 1 0 f ACCE SS HATCH OUTLINE NLSATDR7 E R S SH A LL BE ' FRP WIDE SEE GRATING DETAILS THIS WEXTREN6254» x4 x1 /4 U C TO ALL APPLICABLE,,, EV J FLANGE BEAM (TYPICAL OF 3). SHEET 0IijOSHASTANDARDS . I I Jf /20 13 UNC F .,.r;r> ,,'.., 0 ZMMFGFIBREBOLT1 LgpDERS SHALL BE - Y FIBERGLASS STUDS, TYPICAL OF INSTALL SADDLE TYPE QI SEE GRATING DETAILS THIS HOLD —DOWN CLIPS AT THECONSTWCTED. MINIMUM 16 WIDE, ` F . BEAM /BEAM CONNECTIONS. W Z RUNG SPACING WITH -',MINIMUM t SHEET T E LOCATIONS R Wffti WET WELL WET WELL /4 OIIMETEI OR 2 WIRE. I Sbx U CLEANING PAD PLAN W p CrO t x CLEANING PAD 1" — 1' -0" LL f I/ 4 —0 CLEANING PAD NOTE H3LD= OWN CLIPS ASTM A304 STAINL SS ST WI H' " QD , ( t!` ft STAIN[ 1=SS STEEL .B,DLTS M #ItiIIIUM `4 ,CLIP'S :PER' PANEL'. I- LADDER UP EXTENDER. 3 I n ? f i i fi rALUMINUMWITH I , NON— CORROSIVE HARDWARE. 1` .f W ALUMINUM 2 "x1 1/4" BAR '1' I = ,`" ` ; ' ! iALUMINUM1DIAMETER i 0 qW $, LADDER SLIDE. TYPICAL OF 6. ROD WITH NON —SLIP I t 7, >r5SEEDETAILONDWGN0. JG2. 1 I I ,,.- Y FOOTING SURFACE, 3 "x3 %1/2" ANi WET WELL WITH 5/ EPDXY ANCHOR S HILTI "HIT C100" V WASHER. a III LOWER LJ SE"E;DWG ,Nt LADDER`' DEl LADDER SLID ABOVE HIG 2" ANGLE x1/2" PLATE. it WET L ER LADDERROUGHGRATING TO ANGLE BELOW. DRY WELL —\ ii 7 g i E i c 7 011 1111 t; Y 3f_ O k x% UNI —HOIST WALL SLEEVE EXPIRES 3/19/2008 SIGNED. 08131100 I 4 UPPER LADDER. SEE DETAIL LADDER NOTES THIS SHEET. x 'sWETWELLACCESSHATCH I Ott 5 WET WELL ACCESS HATCH r b INSTALL SADDLE TYPE (- 1 ENTIRE WET, WELL LADDER, ; I 2' -3" r r' HOLD —DOWN CLIPS THISANCHORING 'AND HARDWARE :SHALL- i BE STAINLESS STEEL. i LOCATION. 5 11 1 0 f ACCE SS HATCH OUTLINE NLSATDR7 E R S SH A LL BE ' FRP WIDE SEE GRATING DETAILS THIS WEXTREN6254» x4 x1 /4 U C TO ALL APPLICABLE,,, EV J FLANGE BEAM (TYPICAL OF 3). SHEET 0IijOSHASTANDARDS . I I Jf /20 13 UNC F .,.r;r> ,,'.., 0 ZMMFGFIBREBOLT1 LgpDERS SHALL BE - Y FIBERGLASS STUDS, TYPICAL OF INSTALL SADDLE TYPE QI SEE GRATING DETAILS THIS HOLD —DOWN CLIPS AT THECONSTWCTED. MINIMUM 16 WIDE, ` F . BEAM /BEAM CONNECTIONS. W Z RUNG SPACING WITH -',MINIMUM t SHEET T E LOCATIONS R Wffti WET WELL WET WELL /4 OIIMETEI OR 2 WIRE. I Sbx U CLEANING PAD PLAN W p CrO t x CLEANING PAD 1" — 1' -0" LL f I/ 4 —0 CLEANING PAD NOTE H3LD= OWN CLIPS ASTM A304 STAINL SS ST WI H' " QD , ( t!` ft STAIN[ 1=SS STEEL .B,DLTS M #ItiIIIUM `4 ,CLIP'S :PER' PANEL'. I- LADDER UP EXTENDER. 3 I n ? f i i fi rALUMINUMWITH I , NON— CORROSIVE HARDWARE. 1` .f W ALUMINUM 2 "x1 1/4" BAR '1' I = ,`" ` ; ' ! iALUMINUM1DIAMETER i 0 qW $, LADDER SLIDE. TYPICAL OF 6. ROD WITH NON —SLIP I t 7, >r5SEEDETAILONDWGN0. JG2. 1 I I ,,.- Y FOOTING SURFACE, 3 "x3 %1/2" ANi WET WELL WITH 5/ EPDXY ANCHOR S HILTI "HIT C100" V WASHER. a III LOWER LJ SE"E;DWG ,Nt LADDER`' DEl LADDER SLID ABOVE HIG 2" ANGLE x1/2" PLATE. it WET L ER LADDERROUGHGRATING TO ANGLE BELOW. DRY WELL —\ ii 7 g i E i c 1' ®11 DRY WELL ACCESS HATCH LADDER UP EXTENDER. ALUMINUM WITH NON— CORROSIVE HARDWARE ALUMINUM LADDER FROM VAULT MANUFACTURER WITH NON —SLIP FOOTING SURFACE. LOCATE LADDER AS SHOWN ON PLANS. REVISED TO CONFORM TO CONSTRUCTION RECORDS NO. REVISION 1 S IC BELLINGHAM OFFICE 0.67(-,'_0836 454 West Marton Road BO"IHELL OFF"ICE 425.9! 5100 121000 NE: 195th Street, Suite 100 EAST WENA°TCHEE OF'F'ICE 509.886.29010 330 Sim,a,-, Street, Suite 5 PORT ORCHARD OF'F'ICE 360.8 76 7/960 601 Kit a'D Street, Suite 101 SCALE: SHOWN 0 " 1" 2, 1 DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG PLOT: 24 DWG NO. ENGINEER: DJB JG 1 REVIEWED: MM DATE: JAN 24, 2007 S 1 T CLIENT: LON NLA MLM 12/1/06 JOB NO.: 100.029 14 BY REVIEW DATE FILENAME: JLD —D1 A; 5 - Z $4, 115 7 011 1111 Y L Y ff r , Y4 r10 4 If.' 3( 5, gY 4d 1' ®11 DRY WELL ACCESS HATCH LADDER UP EXTENDER. ALUMINUM WITH NON— CORROSIVE HARDWARE ALUMINUM LADDER FROM VAULT MANUFACTURER WITH NON —SLIP FOOTING SURFACE. LOCATE LADDER AS SHOWN ON PLANS. REVISED TO CONFORM TO CONSTRUCTION RECORDS NO. REVISION 1 S IC BELLINGHAM OFFICE 0.67(-,'_0836 454 West Marton Road BO"IHELL OFF"ICE 425.9! 5100 121000 NE: 195th Street, Suite 100 EAST WENA°TCHEE OF'F'ICE 509.886.29010 330 Sim,a,-, Street, Suite 5 PORT ORCHARD OF'F'ICE 360.8 76 7/960 601 Kit a'D Street, Suite 101 SCALE: SHOWN 0 " 1" 2, 1 DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG PLOT: 24 DWG NO. ENGINEER: DJB JG 1 REVIEWED: MM DATE: JAN 24, 2007 S 1 T CLIENT: LON NLA MLM 12/1/06 JOB NO.: 100.029 14 BY REVIEW DATE FILENAME: JLD —D1 A; 5 - Z $4, 115 WSDOT TYPE 2 BOLLARD. INSTALL PER WSDOT STANDARD PLAN H -13a. (—— 1' -6" MIN. WET WELL VENT 4" SHORT RADIUS 90° ELBOW (2) INSULATED ENCLOSURE WITH LOCK, HEAT SOURCE, AND DRAIN PORTS. LOK BOX, MODEL HB75 OR APPROVED EQUAL. CENTER ENCLOSURE OVER PIPING. AIR GAP DRAIN, ROUTE TO DRAIN PORTS 3/4" DIA. "Y" STRAINER GFI RECEPTACLE A3/4" DIA..- --,, — .-- REDUCED PRESSURE VAI_VF /RACKFIOW PREVENTER 0 MODEL 825YA ALVE, ANCHOR ENCLOSURE TO PAD WITH (4) SS 1/2" ANCHOR BOLTS. ACCESS HATCH 1/4 v CONCRETE FOUNDATION 10 "x10 "x1 /2" 12" ( 4) 5/8" SS HILTISTEELPLATE 6" CRUSHED KWIK— BOLTS, SURFACING TOP FINISH GRADE EMBEDDED 4" COURSE MINIMUM. 10" MIN. CONDUIT TO LOAD PANEL PIPE FROM WATER METER. PIPE TO VALVE VAULT. Lei L!Ialj ma- 1:8 III mi iiiiiiiiiiiiiiiiiiiiiillillillillillilm NOT TO SCALE WET WELL UPPER LADDER CLEANING PAD EXPIRES 3/19/2008 SIGNED: 08101100 1' -6> t ti}S £ m iF k i?c x,r'tsr`ar / % LiiYrir, f j 2h i • 16" CUT SLEEVE PIPE TO ALLOW RUNGS o I w• ( _ X E 4 SCH 40 PVC PIPE. O z TO PASS THROUGH UNOBSTRUCTED. STAINLESS STEEL PIPE, 6 4 1Y WET WELL VENT I r' I MOUNT FLUSH WITH E QLENGTH. SELECT TO PROVIDEFILEEDGESSMOOTH. NATIVE OR DISTURBED r n PIPE ! INSIDE DIAMETER OF 1 -9 16" G `` — E IF DIA SS BAR BENT INTO "U" BOTTOM OF WET WELL. W S cnOIL1 —3 6 x1/4 DIAMETER STEEL BAR. 1 i / m,t 12" MIN. TO 1- 11/16" MAX. j SHAPE. ANCHOR MIN. 4" INTO f a > W I i§ WET WELL WALL. W U WET WELL VENT ELEVATION E ; I,f TRANSDUCER CABLE O O EE cry t LL I 1 DIA SS SOLID BAR` E 2 x/ BENT STAINLESS STEEL INOTTOSCALE1 '- kANGLE. ANCHOR BOLT TO WALL Z WITH HILTI ANCHORS AND I , ! Qr I I EPDXY. LENGTH AS NECESSARY ! # SECURE TO WALL WITH O4 FOR 8" OFFSET FROM WALL.. # k 3/4" SS TUBE FOR HINGE STAINLESS STEEL I— Ji CLAMPS AT 3 0 O.C. WELD TO HOOK BAR. — QrrE W 3 ; 0I in n n rrP s3x3x'/ x `} CONTINUOUS TO LADDER RAIL. r r I, 14 x2 x1/8 SS BAR. BEND LEVEL TRANSDUCER1DIASSSOLIDRUNG I YENDINTOHOOKTOCAPTURE LADDER RUNG. ' VON — SHRINK GROUT, TYP. V"FENT IN WET WELL NOT TO SCALE 2" GALVANIZED STEEL PIPE 2) 5/8"o SS DRILL AND EPDXY ANCHOR SYSTEM EQUAL TO HILTI AS HIT C100" WITH SS NUT AND WASHER, EMBED 4" MINIMUM. LTA NOT TO SCALE STANDON ADJUSTABLE PIPE SUPPORT TOPPING GROUT VALVE VAULT FLOOR LOWER LADDER NOT TO SCALE 3/4" SS EYE BOLTS AND HILTI "HIT 100" DRILL AND EPDXY ANCHOR SYSTEM INTO WET WELL WALL. MINIMUM EMBEDMENT 6 ". TYPICAL) TOE PLATE CLEANING PAD — SEE DWG NO. JG1 FOR DETAILS NOT TO SCALE In ic`Inr MAI I nr nnslnnrTE 1/4" SS CLEVIS GRAP HOOK WITH SAFETY LATCH TYPICAL) 3' -6" 2' -6" irr NOT TO SCALE NOT TO SCALE 45' BEVEL —CUT BOTTOM / OF PIPE STARTING AT —/ CENTERLINE LEVEL TRANSMITTER DETAIL NOT TO SCALE 2 REVISED TO CONFORM TO CONSTRUCTION RECORDS CITY OF RENTON REVISION NO. REVISION BELL.INGHAM OFFICE 360. 6 i 6.1)836 454 West Horton Road BOTHELaL„ OFFICE 425.95i.5400 12100 NE 195th Street, Suite 100 EAST WENATCHEE OFFICE 509.886.2900 300 Simon S'tree't, Suite 5 PORT ORCHARD OFFICE 360,876.7960 600 hitsop Street, Suite 10i SCALE: SHOWN 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG 7 PLOT: 1 DWG NO. ENGINEER: DJB JG2 REVIEWED: MM DATE: JAN 24, 2007 S 1 HEET No. NLA MLM 12/1/06 CLIENT: LON Z DJB MM 8/24/00 JOB NO.: 100.029 14 BY REVIEW DATE FILENAME: JLD —DET 4" STAINLESS STEEL " BEEHIVE 11— PIPE ` 2 3" ACP TOP COURSE STRAINER WET WELL 1/4 v CONCRETE FOUNDATION 10 "x10 "x1 /2" 12" ( 4) 5/8" SS HILTISTEELPLATE 6" CRUSHED KWIK— BOLTS, SURFACING TOP FINISH GRADE EMBEDDED 4" COURSE MINIMUM. 10" MIN. CONDUIT TO LOAD PANEL PIPE FROM WATER METER. PIPE TO VALVE VAULT. Lei L!Ialj ma- 1:8 III mi iiiiiiiiiiiiiiiiiiiiiillillillillillilm NOT TO SCALE WET WELL UPPER LADDER CLEANING PAD EXPIRES 3/19/2008 SIGNED: 08101100 1' -6> t ti}S £ m iF k i?c x,r'tsr`ar / % LiiYrir, f j 2h i • 16" CUT SLEEVE PIPE TO ALLOW RUNGS o I w• ( _ X E 4 SCH 40 PVC PIPE. O z TO PASS THROUGH UNOBSTRUCTED. STAINLESS STEEL PIPE, 6 4 1Y WET WELL VENT I r' I MOUNT FLUSH WITH E QLENGTH. SELECT TO PROVIDEFILEEDGESSMOOTH. NATIVE OR DISTURBED r n PIPE ! INSIDE DIAMETER OF 1 -9 16" G `` — E IF DIA SS BAR BENT INTO "U" BOTTOM OF WET WELL. W S cnOIL1 —3 6 x1/4 DIAMETER STEEL BAR. 1 i / m,t 12" MIN. TO 1- 11/16" MAX. j SHAPE. ANCHOR MIN. 4" INTO f a > W I i§ WET WELL WALL. W U WET WELL VENT ELEVATION E ; I,f TRANSDUCER CABLE O O EE cry t LL I 1 DIA SS SOLID BAR` E 2 x/ BENT STAINLESS STEEL INOTTOSCALE1 '- kANGLE. ANCHOR BOLT TO WALL Z WITH HILTI ANCHORS AND I , ! Qr I I EPDXY. LENGTH AS NECESSARY ! # SECURE TO WALL WITH O4 FOR 8" OFFSET FROM WALL.. # k 3/4" SS TUBE FOR HINGE STAINLESS STEEL I— Ji CLAMPS AT 3 0 O.C. WELD TO HOOK BAR. — QrrE W 3 ; 0I in n n rrP s3x3x'/ x `} CONTINUOUS TO LADDER RAIL. r r I, 14 x2 x1/8 SS BAR. BEND LEVEL TRANSDUCER1DIASSSOLIDRUNG I YENDINTOHOOKTOCAPTURE LADDER RUNG. ' VON — SHRINK GROUT, TYP. V"FENT IN WET WELL NOT TO SCALE 2" GALVANIZED STEEL PIPE 2) 5/8"o SS DRILL AND EPDXY ANCHOR SYSTEM EQUAL TO HILTI AS HIT C100" WITH SS NUT AND WASHER, EMBED 4" MINIMUM. LTA NOT TO SCALE STANDON ADJUSTABLE PIPE SUPPORT TOPPING GROUT VALVE VAULT FLOOR LOWER LADDER NOT TO SCALE 3/4" SS EYE BOLTS AND HILTI "HIT 100" DRILL AND EPDXY ANCHOR SYSTEM INTO WET WELL WALL. MINIMUM EMBEDMENT 6 ". TYPICAL) TOE PLATE CLEANING PAD — SEE DWG NO. JG1 FOR DETAILS NOT TO SCALE In ic`Inr MAI I nr nnslnnrTE 1/4" SS CLEVIS GRAP HOOK WITH SAFETY LATCH TYPICAL) 3' -6" 2' -6" irr NOT TO SCALE NOT TO SCALE 45' BEVEL —CUT BOTTOM / OF PIPE STARTING AT —/ CENTERLINE LEVEL TRANSMITTER DETAIL NOT TO SCALE 2 REVISED TO CONFORM TO CONSTRUCTION RECORDS CITY OF RENTON REVISION NO. REVISION BELL.INGHAM OFFICE 360. 6 i 6.1)836 454 West Horton Road BOTHELaL„ OFFICE 425.95i.5400 12100 NE 195th Street, Suite 100 EAST WENATCHEE OFFICE 509.886.2900 300 Simon S'tree't, Suite 5 PORT ORCHARD OFFICE 360,876.7960 600 hitsop Street, Suite 10i SCALE: SHOWN 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG 7 PLOT: 1 DWG NO. ENGINEER: DJB JG2 REVIEWED: MM DATE: JAN 24, 2007 S 1 HEET No. NLA MLM 12/1/06 CLIENT: LON Z DJB MM 8/24/00 JOB NO.: 100.029 14 BY REVIEW DATE FILENAME: JLD —DET L1 N1 CRM1 — 120V PUMP CALL INTERPOSE RELAY MS1 PUMP RUN nD7 1;, -n REMOTE 120VDC THERMAL FAIL SHIELDED). CONNECT TO TELEMETRY NO SCALE PUMP 1 SEAL & THERMAL FAIL RESET PUMP NO. 1 MOTOR PUMP NO. 1 STARTER PUMP NO. 1 OVERTEMP LIGHT PRESS TO TEST) OVERTEMP RELAY PUMP /SEAL FAIL PRESS TO TEST) INn 101IL[ejll IT, IaTA 0111IN START COUNTER 2 "x2 "x1/4" GALVANIZED ANGLE BRACKET MOUNTED EAST TO WEST AND WELDED TO POLE. LENGTH 24 ". SECURE CONDUIT TO POLE AT 3 LOCATIONS WITH 4' OF SPACING COAX CABLE PROTECTED IN RIGID CONDUIT TO TELEMETRY PANEL SECURE ANTENNA TO MAST. ANTENNA SHALL BE PROVIDED BY THE CITY. TOP OF MAST SHALL BE 15' ABOVE FINISHED GRADE 2' -0" CLASS POWER AND SENSING J -BOX: XP AND NEMA 4 0 RING): GUB TYPE WITH TERMINAL STRIP AND DOME COVER. CONTROL J -BOX: NEMA 4. CABLE -TO- CONDUCTOR CONNECTIONS MADE IN BOXES. BOLT AND TAPE MOTOR LEAD CONNECTIONS. MAKE SENSING AND CONTROL CONNECTIONS ON TERMINAL STRIPS. SEE ONE -LINE DIAGRAM FOR NUMBER OF J -BOX REQUIRED. 2" C, (MIN), WITH BUSHINGS OR END BELLS FITTING WITH GLAND NUT, NEOPRENE BUSHING AND WIRE MESH CABLE GRIP SST MOUNTING BRACKET OR FRAMING CHANNEL FASTEN SECURELY TO BOTH SIDES OF HANDHOLE CL/ H POWER AND SENSING J -BOX: XP AND NEMA 4 0 RING): GUB TYPE WITH TERMINAL STRIP AND DOME COVER. CONTROL J -BOX: NEMA 4. CABLE -TO- CONDUCTOR CONNECTIONS MADE IN BOXES. MAKE SENSING AND CONTROL CONNECTIONS ON TERMINAL STRIPS. PROVIDE SEPARATE J -BOX FOR EACH FLOAT AND SONIC LEVEL SENSOR. 2" C, (MIN), WITH BUSHINGS OR END BELLS FITTING WITH GLAND NUT, NEOPRENE BUSHING AND WIRE MESH CABLE GRIP SST MOUNTING BRACKET OR FRAMING CHANNEL FASTE=N SECURELY TO BOTH SIDES OF HANDHOLE MAST: 2" SCH 80 GALVANIZED PIPE TOP FLUSH WITH FINISH GRADE 3' -0" 2' -0" \ EMBED ANTENNA MAST IN GROUND MINIMUM OF 36" WITH 12" CONCRETE COLLAR ANTENNAUETAIL NOT TO SCALE i x u„n, r nn, ern „ , — " " ELECTRICAL NDHOLE, SEE AND TYPE. NOT TO SCALE nn, ern , e e nvrn ri rn-rnen n i NON- SHRINK GROUT MINIMUM 12" SLAB BEDDING MATERIAL NATIVE MATERIAL NOTE PROVIDE MAXIMUM ": ;SEPARATION BETWEEN EACH"SPLICE IM ELECTRICAL VAULT. PROPOSED BRUSHED STAINLESS STEEL PLATE MOUNTED TO VALVE FLANGE. PROPOSED LIMIT SWITCH. 7 NOT TO SCALE PROPOSED CONCRETE HANDHOLE WITH GALVANIZED DIAMOND PLATE COVER WITH LOCKING LATCH. SEE DWG NO. JE2 FOR SIZE AND TYPE. 4TROL PANEL NON - SHRINK GROUT MINIMUM 12" SLAB BEDDING MATERIAL NATIVE MATERIAL NOTE PROVIDE MAXIMUM SEPARATION BETWEEN FLOAT SPLICE A LEVEL TRANSMITTER CABLE IN" ELECTRICAL VAULT., REVISED TO CONFORM TO CONSTRUCTION RECORDS CITY OF RENTON REVISION NO. REVISION NLA MLM 12/1/06 DJB MM 8/24/00 BY REVIEW DATE EXPIRES 3/19/2008 SIGNED: 08131100 EXPIRES 11/3/01 SIGNED: 08/31/00 z WO LJ n o Oz J Q W 75 U W ry 0 O O O OF_ Q Z O D r y 3 PLANNERS SCI ENTISTS lw BEL.L.,INGHAM OFFICE BC?°I H L.L., OFFICE 2.10,0 N I9:>th Street, Suite 100 EAST WENATCHEE OFFICE 09 88 6.2 )0` 00' :.w; cm Sfreet Suitt; 5 PORT ORCHARD OFFICE 610 II St ct, su. to 101 SCALE: SHOWN 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2 LONG PLOT: 1 DWG NO. ENGINEER: DJB 1 REVIEWED: MM DATE: JAN 24, 2007 SHEET NO. CLIENT: LON 1 JOB NO.: 100.029 14 FILENAME: JLD -E4 PROPOSED ANTENNA PRO\ THE CITY. CONTRACTOR IN'. PROPOSED ANTENN, PROVIDED AND INSTA CONT TELEMETRY NO SCALE Irempi CONDUIT AND WIRE CONNECTION BY CONTRACTOR CONNECTION BY OTHERS. EQUIPMENT PROVIDED BY CONTRACTOR. INSTALLED BY CONTRACTOR. EQUIPMENT PROVIDED BY OTHERS. INSTALLED BY CONTRACTOR. EQUIPMENT PROVIDED BY OTHERS. INSTALLED BY OTHERS. SIGNED. 08131 100 SIGNED. 08131100 z W c w n Oz l< W U LLJ ElfW o o O I= 1-- V) I-- O D cn J Q W OC N w 2 W J W I-- 1 Michael Sippo From:Rocky Sittner Sent:Thursday, May 20, 2021 11:26 AM To:Michael Sippo Subject:Approach Long Lift Station Union Ave NE Attachments:IMG_0063.jpg; IMG_0064.jpg; Untitled.msg; 1A.msg; 1B.msg; 1B.msg Follow Up Flag:Follow up Flag Status:Flagged Michael, The concern is any changes to grade of approach will have an adverse effect on maintenance to Long Lift Station . The Vactor truck that is in attached pictures; bottom’s out or scrapes the front end of vehicle and has drop axels that have very low clearance . There are also various hoses / air/ water lines that are low hanging under the entire length of this vehicle. Changes to grade will definitely have adverse effects to this $600,000 Vactor, as well as being able to maintain this station. Thank you. Rocky Sittner Surface Water/Wastewater Maintenance Supervisor Public Works Department (425)430-7400 From: Rocky Sittner <RSittner@Rentonwa.gov> Sent: Thursday, May 20, 2021 11:04 AM To: Rocky Sittner <RSittner@Rentonwa.gov> Subject: Get Outlook for iOS