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HomeMy WebLinkAbout90D1147SHEET INDEX SW-1 COMPOSITE/KEY SHEET SW-2 124th AVE SE SW-3 PUMP STATION TO S.E. 307th PL SW-4 THRU SW-5 S.E. 307th PL SW-6 THRU SW-8 127th AVE. S.E. SW-9 S.E. 306th PL SW-10 S.E. 306th PL TO S.E. 307th PL SW-11 S.E 305th ST. SW-12 DETAILS AND NOTES SW-13 THRU SW-14 PUMP STATION SW-15 THRU SW-22 FORCE MAIN PLAN OWNER FINKBEINER DEVELOPMENT, INC. c/o WILLIAM FINKBEINER 12011 BEL—RED ROAD, SUITE 206 BELLEVUE, WASHINGTON 96005 (206) 454-7777 A Portion Of The N.E. 1/4 Of Section 9, Twp. 21 N., Rge. 5E., W.M. I I I I I I 7.L.#13 I 71#44 I 7.L.#30 a*-m 17.L.#32I 7.L.#33 I I I I I I I I I I I I 3E. 3 —4TH T. I--------�--- ----------------I---------ST.- - - - - - - —F.M. —EX. W.M.--- QMH #23 _—_--�_MH #24Q — — _—_ — — — — — — — — — — — — — — 1 76 I 71 # 142 I T1#�g I I r---J I 71#7,6 I I I #22 I 7J_., # 70 I ' 75 L- — — — — MH 21 ------------------ I 74 7 L # 87 I I 71 # 78 #2 73 4 72 --------I i 7.L, # 74 i 6 iN 71 I 7 V) 7.L. # of I I I I i 7o eo es I 7 SE — TH ST. N -- -- ­7 — — -- MH jj30 Q I I 6 IA H #19 MH #25 16 14 1s 12 j j tt 10 i ( SW-1 15,121 ) < I11 I I a6 es I 71 07#tl2 NI j�( � � 4 H#17 9 / I TH PL. Ss. 64 i PUMP STATION M1{ #16 MH 18 I MH #3 I ( III-9 es ) III \ I \ \ II II 22 63 21 T1 # BrJ I III \ \ \ 1s a II II20 MH #15 so I — — — — — — _ — I N I MH #4 %�i EDGE OF WETLANDS (NP.)—. \ III I1I 27 2 H #74\\\ S �I \Go W.M. 3J 28 1 2529 tS IMH #5 I IJ ST \\ #13 MH #8 so H I I I I s7 MH 11 WMS.S. — —_ 67 ii MH #12 I ICI (S-5) y SW�----- 4 b 6o m 82 a a I MH 7 S.S. MH #00 40 \�s I 40 41 i 42 4a 44 46 46 47 40 \\ �— MH #2s 0 EX. MH li I I L EDGE OF WETLANDS li I I II 0 - Tj_ # 6 `film" 7 DATLJkt CITY OF AU 3Lff4/K.C.A.& BM R.R. Spike in Power Pole #31017 at Wert Side 124th, first Pole South of 310th, 1969-16. Elev. = 434.85. B.M. #5-1 REVISIONS NO. DESCWP ON/DATE HY 0 O� # 0 4�e 7 N n n (n " • V W n Z n C � Z �ZN N ■sue yI Q J 2 0) o N W W Wina. 0 0 rcs z 0 6 z x 3 V♦ W H LLI 0 3 a ° o QQ J LU LLI uJ W W 0 _Z W � Q 0_ Y 0 Z LL z 0 U C9 z Y JOB NO. 138-14-a93 DESIGNED BY: D. Offs DRAWN BY: K.L CHECKED BY: LT.P. DATE: MARCH, 1990 DATE OF PRINT SW-1 6i B 9or>1147 / 0F 25 \f �fj 395 385 375 71 A Portion Of The N.E. 1/4 Of Section 9, Twp. 21 N., Rge. 5E., W.M. SCALE r we so• DATIUM CITY OF ALI9URN/K.C"A.S. ELM R.R. Spike in Power Pole 131017 at West Side 124th, first Pole South of 310th, 1969-15. Elev. = 434.85. B.M. #5-1 S.S.M.H. #29 S.S.M.H. #27 I S.S.M.H. #28 TYPE 1-48"0 TYPE 1-48"0 TYPE III-48"0 c1 5S0'OLT27 �`� 5.50' T88 5.50'9LT81 402.08, �8'0 S. 401.63, 0 N. TRACT M e 01 r� �r1r` 0 SEE PUMP STATION PLAN SHEET SW-13 40 /j 124th AVE. S.E. I.E. � 387.55, BI'0 N. I.E. 387.24. STO E. PUMP M SAW CUT AND PATCH PER KING COUNTY INSTALL SIDE SEWER PER STANDARDS. /- TYPICAL. NOTE SHEET SW-12, PICAL.AL. —r FPN �1S WqS / I 4'i Iss / I JH/./� = 388.50, 8"0 N. = 388.38, 8"0 S. = iRA SO A"M1 THESE PLANS ARE AS -BUILT AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING IE D CO D TIONS AS OF THIS D T - 415 405 395 385 9;71, THESE PUNS Au,, Av,' D =0 CON."OHMANCF ,.- : rY OF AUSQRN ENGONEERING Or .i vw REQUtpEk0l Approvetl BY Diu Approval: n REVISIONS NO. DESCRIPTION/DATE HY 1 e� e • 8-14-9/ a 4 O. 07 # O O F 7 N n U N a m e n id z 7 Fo ID C ZC7 N Z O W3 V/ (LOi W wrca z 0 0 z_ S 3 U w ^ F L1 Z W W a 03 O Q o > 0) a o a: w W W V) Z Z e� Y Q Q Z in } F z 0 O U C9 z Y JOB NO. 138-14-893 DWG. NAME SW-2 DESIGNED BY: D. Offs DRAWN BY: D.Offe CHECKED BY: L.T.P. DATE: JUNE. 1990 DATE OF PRINT SW-2 c3o D 114-7 z of 25 A Portion Of The N.E. 1/4 Of Section 9, Twp. 21 N., Rge. 5E., W.M. \ SEE SHEET SW-13 FOR r PUMP STATION IMPROVEMENTS \ 1/ WITHIN THIS AREA. S.S.M.H. \ #3 \ TYPE I-48"0 \ \ \ / 717+98.45 \ 56.00' RT. CONSTRUCT 12' WIDE GRAVEL EDGE OF SURFACE ALONG TOP OF S.S. MAIN WETLANDS WITHIN EASEMENT AREA (TYP.). \ \ \ / ��\.................\ \ SEE TYPICAL SECTION SHEET SW-1q 10 INSTALL DRIVEWAY C S.S.M.H. #4 TYPE I-48"0 716+68.32 — — 0 — — — — — 4, x� .gsJq \ 'y� \ \ — _ —7 —73 LF�8r0 D.I.CL. 52 W.M. — TRACT M ♦ \ \ �' 1 - 45' BEND (MJxMJ) ♦ \ 0 1 - CONC. BLOCKING 402 398 396 394 392 390 388 386 _ ♦vc.ao 387.28, 10"0 S. 387.1 I , 10"0 W. 384 — --I — — & - 0.0061 = '"J" 7 = 388.2 100 S. = 388.1 . 10"0 N. LO-f 2 C7F� '•.s. S.P. 4 878103 1 - 12' X 8" WET TAPPING TEE AND VALVE 1 - CONC. BLOCKING PER CUT STANDARDS GRADE O Q. OF PIPE 0 PVC 15, S. F 5 = S.S.M.H. #5 / TYPE III-4870 / S.S.M.H. #6 TYPE 1-48"0 / y / GRADE 9 CL OF = 389.1 10"0 S.E. = 389.07. 10"0 N.W 87 UTILITY EASEMENT 1 - 22 1/7 BEND (MJxMJ) 1 - CONC. BLOCKING &THESE PLANS ARE AS -BUILT AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CONDITION AS OF THIS DATIZ�'a0.9/ i i 6"0 MAIN & . P 5=0.0 87%, I = 389.6 , 10"0 S. = 389.6A 10"0 N.W SCALE: 1" = 20' HORIZ. 1" = 2' VERT. DATLAk CITY OF AUBUM/K.C.A.S. BM R.R. Spike in Power Pole /31017 at Weet Side 124th, fimt Pole South of 310th, 1969-15, Elev. — 434.85. B.M. #5-1 SEE SHEET SW-4 WARNING: THE EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, DEPTH UNKNOWN. CALL 1-800-424-5555 BEFORE COMMENCING CONSTRUCTION. .►•,0 400 398 396 394 392 390 388 THESE ►IARS ARE "AP WMD' FOR CONFORMANCE —i" T"t CITY OF AUBURN ENGINEERING Eri1dIONS �c PFMENM Approved EY Date ApiNant REVISIONS NO. DESCRIPTION/OAT HT N eb, fJa t► ' yti w g O j rn n to 0 3 0, N 0,0 OD tCq . V::) w Z 0 n N C <sm 3 C w O W W s W O area z 0 6 z_ x to 3 Z_ ^ Cl) z Y/ g w ^ W 0a W 0 ..J Lij > Q ° w W in Z ZQ Q Y Q Z i) z 0 0 U U z Y JOB NO. 138-14-893 DWG. NAME SW-3 DESIGNED BY: 0. Offe DRAWN BY: D.O./K.L CHECKED BY: LT.P. DATE: MARCH, 1990 DATE OF PRINT SW-3 9oD 1147 2, OF 25 REVI 398 n' h UTILITY EASEMENT INSTALL BOLLARDS PER 7.5 31 DETAIL SHEET SW-12 37 0+37 31' vi vi > O_ a b 38 0+97 39 i S.S.M.H. #6 TYPE 1-480 715+, 0 274.43' 1 - 8"0 TEE W/ BLIND FLANGE 1 Q 1 - 2"0 BLOW OFF PER CITY STANDARDS INSTALL AT LOW POINT SEE BID SPECIFICATIONS FOR DETAIL 1 - 22 1/Z BEND (MJxMJ) 1 - CONC. BLOCKING 1 - 45' BEND (MJxMJ) 1 - CONC. BLOCKING S.D. A Portion Of The N.E. 1/4 Of Section 9, Twp. 21 N., Rye. SE., W.M. 3 /TRACT �D 1 - GATE VALVE (MJxMJ) 36 LO _� 1 - 45' BEND (MJxMJ) �3 1 - CONC. BLOCKING N� 1 - 45' BEND (MJxMJ) 1 - CONC. BLOCKING 28 \ Ae�. N 1 FAI 41 S.S.M.H. '7 TYPE III-48-0 200+30 7.78' O< OF SEWER MAIN I CLAD D.).l 396 52 W.M 394 CL.A55 INSTALL BLOW OFF O LOW PORIT IN WATER MAN 392 lO" 4 S.S. C`' 0.0 50 t390 S.S.M.H. 06 RIM = 398.1 I ZL I.E. = 389. , 1O"0 S. 388 I.E. = 389. 10"0 N.W KIM = I.E. = I.E. = LF = nIN + 0 10"01 E. r / 201+00 35 MI±IIn 206 LF, e-a 202 10"0 PVC S.S. W.M. 34 33 © 1 - 8" x 8" x 6" TEE (MJxMJxFL) 1 - 6" GATE VALVE (FLxFL) 1 - FIRE HYDRANT ASS'Y. PER CITY STDS. 1 - B" GATE VALVE (MJxMJ) INSTALL 3/4"0 DUAL 1 - CONC. BLOCKING WATER SERVICE PER CITY STANDARDS, CIFIC SEE BID SPECIFICATIONS FOR SERVICE DETAIL. Q 1 NIM NIM 2 N N L INSTALL SIDE SEWER PER (e% J Q SEWER NOTE #3, SHEET Q 0 SW-12, TYPICAL. 43 44 45 N N LU NOTE: ALL SIDE SEWERS (] O SHALL BE 6"0 PVC U Q S.E. 307th PL. MAIN USE SAND 0.5' EPERATION Cj 202+00 EX. GRADE O (L C F ROAD PROP. GRADE O q OF ROAD 7 L.k' 10"0 S p B 0.00g5 203+00 32 184 LF, m 0 MIM OiJ 0 a0 N O + ID M 31 1" = 20' HORIZ. 2' VERT. DATL Mk CITY OF ALgPJF /K.C.A.& IBM R.R. Spike in Power Pole #31017 at Weet Side 124th, Ent Pole South o1 310th, 1969-16, Elev. = 434A5. B.M. w5-1 1 - 22 1/7 BEND (MJxMJ) 1 - CONC. BLOCKING sy7 Cy s�F O v 2SX/0 U C W 0 0W t 7 Nn 0 ID V;)1 p O 10 W Z I 0 0 N Z N WZ <_ 0 W 3 _ a Z W O p K 0. 47 0 I- TYPE III-48"0 S.S.M.H. #8 204+83.23 Z TYPE 1-4870 204+11.48 5.50RT. ©ESE PLANS ARE AS -BUILT AND THE 3 INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD COND TIONS / 1 AL THIS DATE: V LF, 6"9 D. CLASS 52 S.S.M.H.1 1.8k RIM = I.E. = 92.15, 10"0 E. I.E. = 92.12, 10"0 W. 204+00 KIM = I.E. = 4U4� 392.55, 10" N.E. J 0 I.E. = 392.© 10" W. O 394 C It U Z 74 LF, 10" 01 S. S. P .005/ V. Q y G JOB NO. 13B-14-593 392 DWG. NAME SW-4 FAC 001 —90 DESIGNED BY: D. ONe \r DRAWN BY: D.O./K.L. CHECKED BY: L.T.P. THESE PLANS ARE TArMDATE: MARCH, 1990 CJNFORMANCE W1TN T+!f CjT CITY OFF AUWRN ENGINEERING DIV18�oN! REQU!REMFmT$ frl DATE DF S PRINT APrweq D. o.» SW-4 90D 1147 4 eF 25 30 396 394 392 390 ©- i7 0x aC9 An A Portion Of The N.E. 1/4 Of Section 9, Twp. 21 N., Rge. 5E., W.M. Sw_�0 SEE SHEET � 1 � I 1 I 28 1 1 I 27 26 I 1 I 1 - 22 1/7 BEND (MJxMJ) I o 1 - CONC. BLOCKING 29 1 - CONC BLOCK NGMJx 0 II 1 I 0 a� 21 pA 1 x A 60 7 247 LF, 6'0 D.I. S.S. is-smii1 0 1 - GATE VALVE (MJxMJ) 1Q 50 O \ 0 49 1 - 22 1/7 BEND (MJxMJ) 1 - CONC. BLOCKING I./ EX. GRADE �O (L OF R( PROP. GRA E O (. OF i 0 52 W.M. C Tmmr:1a i, TYPICAL ALL UTY CRO INGS: WHEN 1.0' OR S SEPERATI N BETWEEN WATE MAIN, USELE AND CUSHION. LESS THAN 0.5' SEPA ION NOT AL OWED. Q 5 LF, 10"O I S.S. O 0.0 1 RIM = 4 5.28 I.E. = 3 3.28, 10"0 E. I.E. = 3 3.17, 10'0 W. 206+00 51 25 1 - 45• BEND (MJxM. 1 - CONC. BLOCKING 1 - 8"x8'x6" TEE (MJxMJxFL) 1 - 6" G.V. (FLxFL) �0 1 - FIRE HYDRANT ASS'Y PER CITY SIDS. O 1 - CONC. BLOCKING to t /i 247 LF, 8"0 N + + L _N O © INSTALL SIDE WR + SEWERNOTE #3SHEET~ Z SW-12, TYPICAL. i- 0 Q IL jrO 52 OZ OW WI.. QO S.E. 307th PL. KIM = 4 00 I.E. = 39 .84, 8"O E. I.E. = 39 .86, I.E. = 39 .74, 1TO W. KI IIVM i6 1' = 22' VE RR. DATUkt C1 'Y OF AUBUFiN/K.CJLS. `aV ♦ oe 59 SM J310117 Spike ot IWeat Side n Power P 1124th, first Pole South of 310th, ( 1969-16. Elev. = 434.85. G�/ ♦ ` B.M. #5-1 JJ ♦ S.S.M.H, #13 ♦ TYPE 1-48 0 ♦ 58 6y� Y S5 40 / pip �♦ --- -A-- 1 54 S.S.M.H. #12 53 TYPE I-48"O QTHESE PLANS ARE N BUILT AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING IE D CONDITIONS AS IRF THIS DA Q NOTE: 422 THIS SHEET SW-5 IS A COMPLETE REVISION OF THE ORIGINAL APPROVED MYLAR DATED 8-9-90 DUE TO REVISIONS TO ROADWAY PLAN AND PROFILE. 420 418 412 415 410 414 412 In406 41 398 — M' 404 408 G� 402 402 406 394 1 400 404 0 392 398 390 A M.H. #13 419.66 \ = 402.45. 8"0 N.W. = 402.36, 8"0 S.E. LF. 870 S. O 0_00' RI, m- 417 66 I.E. = 401.90, 8"0 E. I.E. = 401.81, 8"O W. I.E. - 402.19 G" S. 209+00 422 420 418 416 414 412 410 408 406 404 REVISIONS NO. DESCRIPTON DATE BY M CITY I. AUIUNJ - W DO MA n 8-15-11 RJB Y Ass C �' • CIV\U G Q O F to in N 01 n " v � W z M O z I N i.' z a W O C ; a O z W g OPKa go O U Z 3 v V, w Z W W IL03 Qo O i VJ a: W W cn Q ) L } Z O U (7 Z Y JOB NO. 138-14-893 DWG. NAME SW-5 DESIGNED BY: D. Off. DRAWN BY: D.O./K.L. CHECKED BY: LT.P. DATE: AUGUST, 1991 DATE OF PRINT SW-5 QIAS-BUILTI 903> 1147 .5 of 25 SEE SHED SW-10 1 1 1 � I 28 1 1 ' I A 1 29 1 — CONC 2BLOCKNGMJkc? II 1. oIl 0 A Portion Of The N.E. 1/4 Of Section 9, Twp. 21 N., Rge. 5E., W.M. 27 26 —1 — 22 1/7 BEND (MJxMJ) 1 — CONC. BLOCKING 25 1 — 45' BEND (MJxM, 1 — CONC. BLOCKING 1 — 8"x8"x6" TEE (MJxMJxFL) Q 1 — 6" G.V. (FLxFL) 1 — FIRE HYDRANT ASS'Y PER CITY STDS. QD 0 1 — CONC. BLOCKING + 7 N +IP 21 M $m WM 247 LF, 8"0 D.I. S.S. 50 PSG SS a N O 0 N + S.S.M.H. #11 0 TYPE 50 INSTALL 3/4"0 DUAL a'• au� 3.00' RT. WATER SERVICE PER CITY STANDARDS, (TYP.) \ 1 - GATE VALVE (MJxMJ) 10 SEE BID SPECIFICATIONS \ � FOR SERVICE DETAIL. 50 \ 51 S.S.M.H. #10 \\ TYPE III-48"0 5+83.81 4. 4.50' RT. 49 NOTE: ALL SIDE SEWERS SHALL BE 6"0 PVC 1 — 22 1/2• BEND (MJxMJ) 1 — CONC. BLOCKING EX. GRADE 0 (E OF RO D PROP. GRAI E 0 (E OF OAD 408 406 404 �En PROP: 8 qS.D. 140 LF, To D.I.402 UJI LtJ D.400 ;0.5' ILI E S w At` 398 Z IC 2 U 396 F— 394 O" S. 1 2 LF, 10"0 S.S. ® 0.00 0% O 392S.SRIMI.E. T2.6O, .E 390 I.E..W LUAtUU i H 22-1 nF /- 206+00 208 —1 - m N +v> m ^N 0 + in INSTALL SIDE SEWER PER i— Q Q SEWER NOTE #3, SHEET Z SW-12, TYPICAL. Ua � 52 O co W� U~ Up Q S.E. 307th PL. 1" = 20' HORIZ. SCALE: 1" = 2' VERT. DATLRA CITY OF AIIBURN/K.C.A.S, 59 B.M, R.R. Spike in Power Pole 7 #31017 at Weet Side 124th, first Pole South of 310th, 1969-16, Elev. = 434.85. B.M. MS-1 S.S.M.H. #13 TYPE I-48"0 m 4J� O\ ♦ 1 0•• /6 ♦ �� NOTE: THIS SHEET IS VOID AND HAS BEEN REPLACED BY SHEET "SW-5 AS -BUILT". 1. 54 53 S.SM4#"02 893TTYPE9+ .530 422 420 414 z / 418 ,01 406 412 / 412 44 n '0 W.M. 410 / 410 1 414 402 408 W 4' 408 �S5 \ G �0 400 406 �F' 406 410 TY CROS INGS: SEPERATI N BETWEEN D CUSHION.LESS N NOT ALLOWED. 398 404 408 402 1 1 1 1 1 402 T 406 i. 0 0,0 0' O S.S.M.H. 11 394 392 400 398 A' So ®O p325 � 398 404 402 KI I.E I.E = 423.5 = 402.46, = 402.36, 8"0 N.W 8"0 W. RIM = 40 .5 I.E. = 39 .26, 8"0 E. S.S.M. . 12 I.E. = 39 .10, 10"0 .W, RIM 1. I.E. = 39 .00, 1 O"0 S W, 390 396 I.E. = I.E. = 402.08, 8"0 401.98, 8"0 E. W. 207+00 208+00 209+00 422 418 41 414 41 410 406 404 THESE PLANS okAP " ""ov'ED FOR CONFORMANCE WITH THE CITY OF A06URN ENOINEE111NG DRRSWN'6 REC c.=MENTs Apptov*d W.Z, f���'Dow Avg - it ._J L 90 D 1147 6 of 2.S T.L . 4k6 T.L. *7 / -r,L. 41 426 422 418 416 414 404 A Portion Of The N.E. 1/4 Of Section 9, Twp. 21 N., Rge. 5E., W.M. \ 25 S.S.M.H. #14 \ S.S.M.H. #13 TYPE 1-48"0 \ 54 TYPE I-48"0 5N SW �5 S.S. 55 �f \ ' a 93 � 58 1 - 22 1/7 BEND (MJxMJ) \ 1 - GONG. BLOCKI G 0 S.S.M.H. #26 `p TYPE 1-48"0 3 - 8" GATE VALVE (MJxFL) 1 - 8" TEE (ALL FL 1 - CONC. BLOCKIN Aabui/f WaferAz Me Ter Locof/ons (Typ.) 1 - AIR AND VACUUM RELIEF VALVE PER CITY OF AUBURN STANDARD DETAILS 59 \ INSTALL SIDE SEWER PER Q SEWER NOTE #3, SHEET SW-12, TYPICAL. 57 58 I.E. 4 3.24, 8"0 N (OUT) A 10( I / / ZOV&SEPIERATION UTILm LESS SI E SAND IION. LESS ALLOWED. 180 ILF, To S.S.I o 0.0049% 101+00 127th A /e VE. SE 0 MIN. OUTLET OIL EL. = 416.0 MIN. OUTLET 24 EL. = 416.0 23 SCALE 1" = 20' HORIZ. 1" = 2' VERT. a S.S.M.H. #15 DATUM: CRY OF ALX3L* N/K-C.A.S. } o TYPE —48"0 22 B.M. R.R. Spike in Power Pole 0 31017 at West Side 124th, first Pole South of 310th, 1969-16, Elev. = 434.85. B.M. /5-1 70 LF 80 PVC S.S. 5.5• 87 F. 8"0 W.M. / _4� �51A 1NC, _j �Q SURyfyo fV` ���rrr a4' Nan ++ C-581 61 RIM #1430.30 I.E. = 425.80, 6"0 SEE DETAIL ON SHT. SW-12 (TYP.) EX. GRADE I Q to E116 O MSULTA�g LU o p 1 - CONC BLOCKINGMJxMJ) 1n rn O a J ii O 0 63 (n 5' W Q HIS SHEET SW-5 IS A COMPLETE REVISION OF THE ORIGINAL APPROVED MYLAR DATED Z 26' B-9-90 DUE TO REVISIONS TO ROADWAY PLAN AND PROFILE. 0 �2430.69 V RIM ©THESE PLANS ARE AS —BUILT AND THE I.E. = 426.19, 6"m INFORMATION SHOWN ACCURATELY REFLECTS EXISTING ELD CONDITIONS AS OF THIS DATE. 80 82 o� \-es—semmess messes, see 123 LF, 18"0 S.S. I.E. = 402.45, 8' N. I.E. = 402:36, 8" S.E. I.E. = 402.17, 8" W. 103+00 4LU. 412.7 8"0 M/C = 412.6 , 8"0 S. U = 413.6 3. 8'0 M/C In, 104+00 EYE: 424 1� 422 V) w W I Ld Z 2 U H 418 416 J 9 D 114-2 -7 of 25 REVISIONS NO. DESCRIPTION DATE HY f91 Cln' M NI9111N/H %) DO RR ,EMT / 5-1Y11 RJB • clv%, s o O F j U) U ; O vian ID m ■ j O O O 3 a. W Q Ir _ 0. z O 6 z_ 2 3 U z �g w a W O LLJ i Q IL Q 0LL, p / W Q LL W Win Z Q Z < L } F- z O U C7 z Y JOB NO. 138-14-893 DWG, NAME SW-8 DESIGNED BY: D. Offs DRAWN BY: 0.0./K.L. CHECKED BY: L.T.P. DATE: MARCH. 1990 DATE .OF PRINT �/ Q 8-•_V p(AS-BUILT) ■ C i W U Z w C W W Y Z M mu O O 1,Cr' 0 no L V) V1 0 m z OF N Z U N W Z <21"D Cq O w 3 d p w o corca z 0 6 0 z C CL Ow w 3 Q o = z �Of w w _W V) Z } Q ~ z z 0 U CD z Y JOB NO. 138-14-893 DWG. NAME SW-6 DESIGNED BY: D. Off. DRAWN BY: D.O./K.L. CHECKED BY: L.T.P. DATE: MARCH, 1990 DATE OF PRINT SW IVOIDI 96D/147 0 of 26 A Portion Of The N.E. 1/4 Of Section 9, Twp. 21 N., Rge. 5E., W.M. OIL VT MIN. OUTLET MIN. OUTLET MIN. OUTLET MIN. OUTLET MIN. OUTLET SCALE: 1" = 20' HORIZ. 1" = 2' VERT. EL. = 426.5 EL. = 426.5 EL. = 431.0 EL. = 431.0 EL. = 435.0 MIN. OUTLET DATI M CITY OF ALIBIIM/K.C.A.S. EL. = 436.0 BJYI. R.R. Spike in Power Pole 22 SEE SHEET SW-9 9 8 7 6 5 4 3 Wes ;31017 of ouch f 3 0th, fist Pole South W 34.85. 1969-16, Ow. = 434.85. S.S.M.H. #18 TYPE III-48"m S.S.M.H. #19 INSTALL DUAL INSTALL 3/4"0 DUAL B.M. #5-1 5.5+29.55 5.50' LT.F5.5'- I I TYPE III-48"0 106+79.22 WATER SERVICE PER CITY SERVICE STANDARDS, (TYP.) SEE BID SPECIFICATIONS WATER SERVICE PER CITY STANDARDS, (TYP.) SEE BID SPECIFICATIONS S.S.M.H. 20 TYPE III-4879 2 109+48.48 FOR SERVICE DETAIL. FOR SERVICE DETAIL. 6.00' LT. � ��� 7'� _ 41�0 q� IiEL. MIN. OUTLET = 438.0 MIN. OUTLET (O / EL. = 438.0 w3 z V) J Ak 105 /'111 150 LF, 8"0 PVC S.S. 106 10 1O 268 LF 8"0 PVC S.S. 109 _ \ III-4TO _ _ _ _ _ _ \ TYPE LLI _ Q V) / 152 LF, 8"0 D.I. CL. 52 W.M. \ '� 253 LF, 8" 0 D.I. CL. 52 W.M. CF 8"0 \ \ 8.00' LT. pVC S•S. \ W ®� \ 10 — V) a ® I ® \ 1I Woter Meer e ,go\ /y, p�CCS 8, ©Locafion (TYPO 6'r�l.�B„mo/ 8.0 V / S 44 1 - 8" TEE (MJxMJxFL) INSTALL SIDE SEWER PER 5.5 8"0 CL, Off' �C7� 1 - 8" GATE VALVE (FLxMJ) 0 SEWER NOTE �3, SHEET I 1 - 8" x 8" x 8" TEE (MJxMJxFL) C . g2s2 wM 1 - CONC. BLOCKING SW-12, TYPICAL. I 1 - 6" GATE VALVE (FLxFL) W Al. V 1 - FIRE HYDRANT ASS'Y. PER CITY STDS. \ 63 64 65 SEE SHEET SW-11 1 - 70 CONC. BLOCKING 71 V ����� 1 - 8" ADAPTOR (MJxFL) 1 - 2 8" TEE (ALL FL) 8" G T VALVES(FLxMJ) 1 - 22 1/7 BEND (MJxMJ) 1 - CONC. BLOCKING - © 75i{ NOTE: ALL SIDE SEWERS SHALL BE 8"0 PVC !• ."NM1c ,p r' r l 1 - B" GATE VALVE (MJxMJ) % c-� © 72 THESE PLANS ARE AS -BUILT AND THE ACCURATELYDCON 73 74 INSTALL 127th AVE. C REFINFOLECTSION EXIST NGN 1I 10NS CLEAN -OUTS PER DETAIL ON SHT. SW-12 V.E. AS OF THIS DATE' M LQ )S/W - — LOCATE BEH ND (TYP.) / 436 /436 444 / / 444 434 �OR 434 442 EX. GRADE CL 442 WHEN 0'TYPICAL LESSNSEPERATTISNI BETWEENA PROP. GRADE 0 CL WATE MAIN, USE SAND CUSHION. ION NOT LESS / THAN 0.5' SEPERA ALLOWED. Q 2 4VM1'1' / CLASS00 432 432 440 440 N 430 / 430 438 _ / 12"o S.. 2 1438 PROP. 8"0 4.M. © W / N 428 42 436 0.031G © fn 5 S @ VS W / 15"0 S.D. 52 LF 8� e� 426T \ 434 P55 eS S.S.M H. 21 10 o _z J 434 / ® 8' rIR.E. M/C S 44 435.W, 8" N.E. Jo = ® �F, 1.E. L 435.60, 8" Q S.W. o ® � U Zgy 424 N•�1' 424 432 Q 432 G�PgS 6 S.S.M. 20 RIM = 4 0. 1 � D I.E. = 424.23, I.E. = 424.23, 8"0 N.,E. 8"0 S. M/C 5 .5 a 0.0509 RIM = I.E. = N.E. M/C 442.30 432.50, 8"0 / I.E. = 432.50, 8"0 ® S. 422 qll 422 430 268 430 e FAC 0016-90 �r 420 ®j50 420 42 pt` TI+eSORM NB?"• OFAUMJAI S.S.M.H. 18 00G4I4ERINSs 01k4ttp!'• PEOU'rAmmm RIM -423 I.E. - 4 16. 75 9G M/C APPWW k 418------------ 105+00 106+00 107+00 108+00 109+00 110+00 REVISIONS NO. DEBCR1P110N/MTE BY PEA Ott or muvi. m 00 c mit ✓a e 991 5Ed ••^,, d' 1 �a z 1 �0' 0 i- to n 3 Nwn 0 0 N \. V � 0 N C jZa .G < 2 D O sj W 3 " co 0 cL0 W wrca Z O 6 Z_ 2 Q 3 Z _ rn Lw r IL W Q W 3 0 =Q o LLI Q / W W V) W Z ZQ ~ /j YEI Q Z U. Z D O U C9 JOB NO. 138-14-893 DWG_ NAME SW-7 DESIGNED BY: D. Offe DRAWN BY: D.O./K.L CHECKED BY: LT.P. DATE: MARCH, 1990 DATE OF PRINT SW-7 weeeee 9 0 D 114-1 9 OF 25 MIN. OUTLET EL. = 438.0 1 S.S.M.H. #2 TYPE III-49 \ 1 1 1 +46.70 \ 5.50' LT. \ �I \ \ II A \ \ 777 1 \ R T 3, 5.5• C, ' I� INSTALL SIDE SEWER PER A SEWER NOTE #3, SHEET 75 SW-12, TYPICAL. II NOTE: ALL SIDE SEWERS SHALL BE 6"0 PVC A Portion Of The N.E. 1/4 Of Section 9, Twp. 21 N., Rge. 5E., W.M. n 0 L 4J rJ 1, . II S.S.M.H. #23 I TYPE 111-48"0 113+59.01 5.50' LT. I �' . ' ', • 1 I EX. 20" D.I. W.M. F PER CITY OF AUBURN PLANS I ,' .' •.{I FOR WATER IMPROVEMENT NO. 81 DATED 8-1972. I • 13 //� OPEN SPACE TRACT � I ', • ' .. 'I V' I ±� . . • I ' I• SAW CUT EX. ROAD AND PATCH PER K.C. REQUIREMENTS LO LO �I d vi }� 1 - 20" z 20" x 8" D.I. TAPPING SLEEVE (MJxMJxFL) 210 LF, 8"0 PVC S.S. �} 1 - 8" TAPPING VALVE (FLxMJ) V - 1 CONC. BLOCKING 113 _,•' I o '-Z::�534wiz 6 F B"0 .I C. 2 1 7 ==30= co4 15'1 0Iu o a INSTALL 3/4"0 SINGLE WATER SERVICE PER CITY STANDARDS, (TYP.) SEE BID SPECIFICATIONS FOR SERVICE DETAIL. 76 127th AVE. S.E. 1 - 8" x 8" x 7TEE (MJxMJxFL) 1 - 6" GATE VALVE (FLxFL) 1 - FIRE HYDRANT ASS'Y. PER CITY STDS. 1 - CONC. BLOCKING A 452 450 EX. GRADE PROP. GRAD O (E z 448 0 TYPICAL L UTILITY CROSSINGS: N WHEN 1.0' OR LESS SE IERATION BETWEEN L3 WATERMAIN, USE SAND USHION. LE S / THAN 0.5' 3EPERATION OT ALLOWE . 446 / N W 12'm S. . W 444 W / 210 VF 442 Z 15,0 D. U ~ 440 © 0 0 OZ'/, 55 438 S. S.M.H.L 22 RIM = 47.5 I.E. _4 3B.86, 8"0 H. 436 = z 434 111+UU 1 - AIR AND VACUUM RELIEF VALVE . PER CITY OF AUBURN 0 W STANDARD DETAILS SEE BID SPECIFICATIONS FOR DETAIL. S.S.M. H. #24 TYPE III-48"0 613+15.50 5.50' RT. OTHESE PLANS ARE AS -BUILT AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING F ELD CONS TION Art OF THIS Dj3 ' �/ 452111458 EX. 20"0 450 448 446 456 454 452 444 450 S.S.M.H. 2 9 RIM = 452 I,E. = 445 #6, B"m E.J C I.E. = a45. ro, a"m s. 442 448 440r444 438 436 442 434 440 114+00 1" = 20' HORIZ. `�'A�' 1" = 2' VERT. DATIM CITY of ALMFIN/K"C.A.S. ELM R.R. Spike in Power Pole #31017 at West Side 124th, first Pole South of 310th, 1969-16, El". = 434.85. B.M. #5-1 WARNING: THE EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, DEPTH UNKNOWN. CALL 1-800-424-5555 BEFORE COMMENCING CONSTRUCTION. 140 LF, 8"0 S.S. O .00®% 456 452 448 446 RIM = 4 .IJ I.E. = 446 35. 8"0 E.� C I.E. = 446 35, 870 W. 444 FAC #001 -90 8"0 E.� THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS Approved Or. D lmml 'SL ft"Approved _.OA�jsw REVISIONS NO. DESCRIP ION/DATE 1W er a v E_19-s1 R'16 t ••�b'1 t4�'� br,• o In 0 W m V7 W Z N O C ziN ■a!• 1""1 C W 3 to, L a. o W W 190 w z 0 z In Q 3 U � �g w ^ W OLLJ 0 � 3 OJ _ °z W W LLI V) � W Q i— m V) _Z L z 7 0 U 0 z JOB No. 138-14-893 DWG. NAME SW-8 DESIGNED BY: D. Offe DRAWN BY: D.O./K.L. CHECKED BY: LT.P. DATE: MARCH. 1990 DATE OF PRINT sW-e CIO _1� 114.7 /0 of 25 A Portion Of The N.E. 1/4 Of Section 9, Twp. 21 N., Rge. 5E., W.M. n i' = 20' HORIZ. SCALE 1" = 2' VERT. I� DATLM CITY OF AU6UFWK.C.A.3. S.S.M.H. #30 '. I ELM R.R. Spike in Power Pole 31017 t West 12 1� TYPE III-48"p .: ;. :. tint 300+62.68:''� 150.75' LT. j ...� I 8 Pole afide ,th. 1969-16, Elev. = 434.85. I I:.-'.. '.:':. B.M. #5-1 MIN. OUTLET EL. = 398.0 I I.: �OSur RVEY wAA�SOA.p �YPOF � 14 13 12 I ..:... 10 INSTALL 12' WIDE ACCESS SURFACE15 [j g . } \ INSTALL 7'0 BLOW -OFF 4" MINUS QUARRY SPACES Q J� \ ASS'Y. PER CITY SIDS. c.581 GISTEREe� ' ENIG f �.r,;,w•! \ S.S.M.H. #1-7 TYPE III-48"0 I I 1 - 8• x 8" X 6" TEE (MJxMJxFL) INSTALL 3/4"0 DUAL.':'I I 1 - 6"0 GATE VALVE (FLxFL) 1 - FIRE HYDRANT ASSY. PER CITY STDS. \ WATER SERVICE PER CITY S.S.M.H. #16 � .� .*.{ I 1 - 8" x� REDUV (MJxxMJ) o STANDARDS, p, :: IE BENDCER Mjxmj SEE BID SPE ICRCATIONS 300+42. 80 :.'. `. I I 1 - 4� GATE VALVE (MJxMJ) * FOR SERVICE DETAIL 2.06' LT. q: I:::'::I 2 - CONC. BLOCKING 9 SEE SHEET SW-7 0+ S4N17gRY 1 ..... _ -P dR T�n209 LF LT 4"m \ SAVE \�SEM a Q I I': I:..;:: 40 ; Q INSTALL SIDE SEWER PER SEWER NOTE #3, SHEET ' D. SW 12, TYPICAL WIN I.:.:: \ LP 8"m Pvc _: : ++ n + 04 � 1 M t N \ ��j 6' 254 LF, 8"0 D.I. CL 52 W.M. 301 — I I 64 EDGE OF f 5.5' 302 \ 1 — WETLANDS — 246 LF, 8"0 PVC S.S. MIN. OUTLET 300 o I EL. = 400.0go N \ I + N N \ I �G ti + S.S.M.H. #18 m n TYPE III-48"0 I + ro 105+29.22 0 5.50' LT. 0 20 21 22 SEE SHEET SW-7 17 SW 10 S E 306th PL. NOTE: ALL SIDE SEWERS THESE PLANS INFORMATION ARE AS -BUILT AND THE SHOWN ACCURATELY 18 As19 SHE ET SHALL BE 6"0 PVC SEE REFLECTS EXISTING IE ON I IONS A OF THIS DATE: 410 410 420 428 428 TYPICAL UTILITY ROSSINGS WHEN 1.0' R LESS SEP RATION BETWEEN krOSD WATERMAIN, USE SAND C SHION. LESS / THAN 0.5' PERATION N T ALLOWED. © 426 408 418 418 426 EX. GRA E 0 (1— PROP. DE 0 CL 406 406 416 416 424 424 / /10 404 404 422 422 �� 402 0 402r412 412 420 420 © p07 LF, 4' D.1. CLA S 52 W M' .4 VF "� \SD yk /2 . 400 400 Z 410 1 418 91i1 I CLAS 52 0 25a LF,B L� 80. 398 y' 398 408 s.s. .1+. # !s 416 RIM=423.75 "d / © 0912 0 1.E. =418.06 E.) ® LE. - 118-06, "m At. r M/C /98 LF, "ea PVC S.S.so. 0 5 'i, Q /E.=4/8.06, "O M' 396396 406 406 414.S.M.H. 5 303 00 FAC 0016-90M=401.4.E. 414 17 ��F,a = 396.71, = 396.7, 6"0 N.W.e.E. 8"0 S.E. YiNlet lIAMS IIJR -1•/MOVPO' tC394 © S.M.H. 16394 404 404 412 412 CC w=~rorw+__ ti 1T - r; np IM = 410.5 EN-_ RrSG OIY,SI)Ns REO " i Y`. 1 -t, I I E. E. = 395.E = 400.4 , 8"0 0.� E. 8"0 DROP N. Approved By: E. = 395.3 , 10"0 S. [Nye Apprpv9d: O 392 I E. - 395.55 6' 6 N. W 392 402 402 410 410 300+00 301+00 302+00 REVISIONS NO. DESCRIPTION/DATE BY m DIY orN■Iwl/F�-10 DO p er u t I RJe 1 aS'`•; .......... 010 4 Y O W U, rn n c 0 ID 3so 0 Np'oil ■ 10 V �F' N Z 0 " C �z ■� yl Q=G J° iS W 3 (L 0 W W� Z 0 C) Z_ in 3 Z g Z coY/ w ^ W W DQ o2 a3 eJ Q / W W Q W L: W WW V) Z ZLU Q m Q Z Z � < Z O U C9 JOB NO. 138-14-693 DWG. NAME SW-9 DESIGNED BY: D. Off. DRAWN BY: D.O,/K.L CHECKED BY: LTR" DATE: MARCH, 1990 DATE OF PRINT SW-9 / 1 O1: 2-6 &QW mux I REVISIONS NO. DESCMPTION/DATE BY 1 RP 0 Q DO Per s _ R✓e I .J � O O W 5u 5 to n 3 IID vimn N ' V � '� w z �o I N C �ZN '3 N _j U, Q - W °aoz V! W< z0 *w'L Ign 0 F- U z_ x 3 U cl) :5 w ^ W 0Q W O Q W Ld /w / Vr WW Z Z LLI Q VI r Z Z) 0 U U Z Y JOB NO. 138-14—E93 DWG. NAME SW-10 DESIGNED BY: D. Offs DRAWN BY: D.O./K.L CHECKED BY: LT.P. DATE: MARCH, 1090 DATE OF PRINT sw-lo /Z of �` SEE SHEET SW-7 I 5.5' 0' 7 I I i I i ' S.S.M.H. #19 ' TYPE III-48"0 I I 106+79.22 5.50' LT. 1 1 l SEE SHEET SW-7 A Portion Of The N.E. 1/4 Of Section 9, Twp. 21 N., Rge. 5E., W.M. 70 65 NOTE: ALL SIDE SEWERS SHALL BE 6"0 PVC 69 INSTALL SIDE SEWER PER Q SEWER NOTE #3, SHEET SW-12, TYPICAL I 235 LF, ErO PVC S.S INSTALL 3/4 0 DUAL WATER SERVICE PER CITY STANDARDS, (TYP.) SEE BID SPECIFICATIONS FOR SERVICE DETAIL. n_: S.E. 305th ST. 68 A5bvi/t Water Meter Loc p., (Tp.) C=� —1 - 8" ADAPTOR (MJxFL) 1 - li GATE VALVE (FLxFL) 1 - 8" BLIND FLANGE w/ 2'0 TEMP. BLOW —OFF 1 — CONC. BLOCKING SEE BID SPECIFICATIONS FOR BLOW OFF DETAIL — TYPICAL ALL ENDS PLUG AND MARK S.S.M.H. #25 TYPE III-48"0 402+29.50 5' 5.50' RT. 7,L, 4 J i" = 20' HORIZ. SCALE 1" = 2' VERT. DATUM CnY OF ALIBI "WKC.A.S. SM R.R. Spike in Power Pole #31017 at West Side 124th, first Pole South of 310th, 1969-16. Elev. - 434.85. B.M. #5—I AS THESE PLANS ARE AS -BUILT AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING IELD CO ITIONS AS OF THIS DAT 3 44 442 / 442 4401 440 EX. GI DE®Q / PROP. GRADE ® 438 438 436 / _436 434 no 434 Off. 4 5g. Zg5 432 1 1 1 1 12' S.D. 432 TYPICAL ALL UTl CROSSINGS: 2 WHEN 1.0' OR LESS SEPERATION BETWEEN WATERMAII I, USE SAND CUSHION. L SS S.S.M.H. 5 I 1430 RIM = 4 THAN 0.5 SEPERATION NOT ALLOWED. Q 430 / I.E. = 435.189, I.E. = 435.8% 8"0 E. 8"0 W} /C 0000�// z \ 428 / 428 i FAC 0016-90 I 426 426 7H€^=3. S.M.H. 19 RIM = 4 i6 E1e(k!}',€s:P.iroLe r> : ncQulNl M, .E. = 424.23, 870 N.. E .E. = 424.25, 8"0 S. MSC ANygesY �; 424 424 fte 00" 400+00 401+00 402+00 9 0 D 1 147 13 OF 25 5-1/4" M.V.O. HYDRANT CONSTRUCT 6" CONCRETE SLAB, UP TO 2' EACH WAY w FROM HYDRANT, IF HYDRANT IS SET BEHIND SIDEWALK zl OR ELSEWHERE (AWWA "C"600-77) J wFINISH PAVEMENT z_ 0 I CURB & GUTTER a 6,25' 10 MIL PLASTIC SHEETING OVER GRAVEL 2-3/4" STEEL SHACKLE RODS O . MECHANICAL JOINT CONCRETE BLOCK 1-1/2" WASHED GRAVEL CAST IRON VALVE BO X 6" RESILIANT WEDGE GATE VALVE CAST IRON TEE CONCRETE BLOCKING FLANGE JOINT MECHANICAL JOINT NOTES: 1. WHERE NO CURB & GUTTER IS INSTALLED, FIRE HYDRANT SHALL BE LOCATED (IN RELATION TO STREET Q) AS INDICATED ON THE DRAWINGS. INSIDE CITY LIMITS & AREA WITHIN FIRE DISTRICT NO. 44 HYDRANTS TO HAVE 2 - 2-1/2" N.S.T. HOSE PORT & 1 - 4-1/2' N.S.T. PUMPER PORT. (NATIONAL STANDARD THREAD) w TOP 5' WHITE 1" 1• J` #4" P® 1-1/2' WOOD tN ST 8' xx D0545TREAT PHENO FIXED BOLLARD REMOVABLE BOLLARD (TYP.) 1" CHAMFEI 4 SIDES 1/6" MIN. GALV. STEE ALUMINUM. INTERIOR DI GREATER T} DIM. CLASS C CONC. 3"0 MIN. DRAIN PIPE f-1/2" GALV. EYE BOLT W/WASHER AND NUT. RECESS NUT AND PEEN BOLT THREADS. 500$ MIN. TEST GALV. CHAIN ANCHORED IN CONC. ANCHOR w/6'x3/3' STL ROD REMOVABLE BOLLARD TYPICAL BOLLARD PLACEMENT 1. TIMBER SHALL BE DOUGLAS FIR, DENSE CONSTRUCTION GRADE, AND SHALL BE PENTACHLOROPHENOL PRESSURE TREATED BY EMPTY CELL PROCESS WITH MINIMUM NET RETENTION OF 0.05 LBS./CU. FOOT OF THE DRY SALT. (USE LIGHT PETROLEUM SOLVENT). 2. STEEL TUBE SHALL CONFORM TO ASTM A53 OR ASTM A53 GRADE A. 3. NUTS, BOLTS, AND WASHERS SHALL CONFORM TO ASTM A307. 4. ALL STEEL PARTS SHALL BE GALVANIZED BOLLARD DETAILS NOT TO SCALE 6"0 as w�r 6"0 P.V.C. ® 1.0% MI SIDE SEWS GENERAL CONST. NOTES 1. All workmanship and materials shall conform to the City of Auburn's requirements and specifications. 2. Standard Specifications shall be 1981 APWA as modified by the City of Auburn, including Auburn's Standard drawings. 3. A copy of these approved plans shall be on -site during construction. 4. Pre -construction meeting shall be required prior to any on -site work for all Public Facility Extension projects. 5. ONE -CALL (1-800-424-5555) for utility locations (water, sanitary sewer, storm sewer, gas, power, telephone and television). 6. During construction, Contractor shall be required to control on -site storm water runoff by using temporary erosion/siltation control procedures. No sediment laden storm water shall be allowed to discharge into the City of Auburn's storm. drainage system or onto adjacent properties. 7. Locations of existing utilities are approximate. It shall be the Contractor's responsibility to determine the true elevations and locations so as to avoid damage or disturbance during construction. 8. Existing pavement surfaces shall be saw cut full depth with straight, uniform edges. All joints between the new and original pavement shall be painted with asphalt emulsion (CSS-1). 9. The Contractor shall install, replace, or relocate all signs, as shown on the plans or as affected by construction, per the City's Standard detail. 10. Electric and telephone lines shall be in a trench with a minimum horizontal separation from other utilities (sewer, water, storm) of five feet. 11. All construction surveying for extensions of public facilities shall be done under the direction of a licensed land surveyor or a licensed professional Civil Engineer. 12. During construction, all public streets adjacent to this project shall be kept clean of all material deposits resulting from on -site construction, as directed by the City. 13. Certified As -built drawings are required prior to project acceptance. Refer to "Certified As -built Requirements". 14. When utility easements are required, the minimum width shall be fifteen feet (15% depending on depth and location, and no permanent structure shall be constructed within a distance of ten feet (10% of said easement. 15. The City of Auburn has established typical Trench Excavation and Backfill Drawings to be used for the installation of utilities. Refer to these drawings for details before starting construction. 16. All required landscaping shall conform with City of Auburn Zoning Ordinance, Section No. 18.50. 17. For MH & CB rim adjustment, maximum adjustment with brick of rims and castings shall be fourteen inches (1$'), without adding new sections. 18. All manholes and catch basins in public right -of way or easements shall be adjusted after asphalt paving. TO LOAD BEARING CLEANOUT LID PROPOSED GRADE 6"0 P.V.C. TO SURFACE LENGTH AS REQUIRED 6"0 45' ELBOW 6'0 P.V.C. LENGTH AS REQ'D. END PLUG CLEANMT NOT TO SCALE SEWER NOTES 1. Refer to General Construction Notes for general requirements. 2. Sewer lines shall be laid to the grades and elevations shown on the drawings shall not be changed without City approval. 3. Side sewer shall be installed from the City sewer main to minimum of five feet (5') beyond the property line and shall be a minimum six length (6") in diameter with a one percent (1%) minimum slope. 4. Side sewers shall be installed, where required by the Engineer, using g s g commercially manufactured tees and shall be plugged with watertight plug. All joints shall be approved rubber-gasketed Joints. (The location of the side sewers shall be marked at the end of the line inside property by a pressure treated 2 x 4, four feet (4') Ion buried in the ground a distance of three feet (3'). The lower end shall have 2 x 4 cleat nailed to it to prevent withdrawal of the stake. The exposed one foot (1') shall be painted traffic yellow and the depth to the side sewer or tee shall be indicated in black paint on the 2 x 4. In addition, the letter 5% two inches (2") high, shall be neatly imprinted in the top of the curb before the concrete hardens to designate the side sewer location. 5. Location of side sewer shall only be changed as required during construction upon authorization of City. Contractor shall notify Engineer when exact locations are determined. 6. Contractor shall obtain any necessary side sewer connection permits from the City of Auburn prior to construction. 7. It shall be the Contractor's responsibility to insure that no conflicts occur between sanitary sewer lines and proposed or existing utility lines during construction. 8. Unless otherwise approved, all connections to existing sewer main with new tees shall be done by the City of Auburn. The Contractor shall be responsible for pipe installation, trench excavation, backfill and pavement restoration. 9. Ten foot (10') horizontal separation shall be maintained as a minimum between sewer and other existing or proposed utilities. 10. One foot (1') vertical separation shall be maintained as a minimum between sewer and other utilities when a crossing of utilities occurs. If one foot (1') minimum is not possible, then a sand cushion shall be provided as directed by the Engineer. 11. All connections of SDR 35 PVC pipe to manholes shall be made by using A.C. or GPK manhole adaptors, or approved equal. 12. Pipe for sanitary sewers shall be SDR 35 PVC when pipe cover exceeds thirty-six (36") inches. Reinforced concrete sewer pipe, SDR 21 PVC, or Ductile Iron Class 52 can be used when approved, and primarily for oversizing pipe and deep or shallow trenches. 13. The maximum laying lengths shall not exceed twelve feet six inches (12'6") for SDR 35 pipe. 14. Bedding for PVC pipe shall be 5/8" Minus Crushed Rock, four inches (4) under to six inches (6") minimum over the pipe. 15. Bedding for concrete and ductile iron pipe shall be 5/8" Minus Crushed Rock, six inches ((r) under to six inches (6") minimum over the pipe. 16. All pipe trench backfill material shall be Class "A" Bank Run Gravel, modified by the City of Auburn. 17. Pipe trench backfill material within the right-of-way shall be 5/8" Minus Crushed Rock when connection is perpendicular to the City street. 18. An oil/water separator will be required to connect building floor drains to the sanitary sewer. V mu1. I,Zrl. warm, 6" MINUS QUARRY ROCK SURFACING GRAVEL ACCESS DETAIL NOT TO SCALE WATER NOTES 1. All workmanship and materials shall conform to the City of Auburn's requirements and specifications. 2. Standard Specifications shall be 1981 APWA as modified by the City of Auburn, including Auburn's Standard drawings. 3. A copy of these approved plans shall be on -site during construction. 4. Pre -construction meeting shall be required prior to any on -site work for all Public Facility Extension jroect s. P 5. ONE -CALL (1-800-424-5555) for utility locations (water, sanitary sewer, storm sewer, gas, power, telephone and television). 6. During construction, Contractor shall be required to control on -site storm water runoff by using temporary erosion/siltation control procedures. No sediment laden storm water shall be allowed to discharge into the City of Auburn's storm drainage system or onto adjacent properties. 7. Locations of existing utilities are approximate. It shall be the Contractor's responsibility to determine the true elevations and locations so as to avoid damage or disturbance during construction. 8. Existing pavement surfaces shall be saw cut full depth with straight, uniform edges. All joints between the new and original pavement shall be painted with asphalt emulsion (CSS-1). 9. The Contractor shall install, replace, or relocate all signs, as shown on the plans or as affected by construction, per the City's Standard detail. 10. Electric and telephone lines shall be in a trench with a minimum horizontal separation from other utilities (sewer, water, storm) of five feet. 11. All construction surveying for extensions of public facilities shall be done under the direction of a licensed land surveyor or a licensed professional Civil Engineer. 12. During construction, all public streets adjacent to this project shall be kept clean of all material deposits resulting from on -site construction, as directed by the City. 13. Certified As -built drawings are required prior to project acceptance. Refer to "Certified As -built Requirements". 14. When utility easements are required, the minimum width shall be fifteen feet (15% depending on depth and location, and no permanent structure shall be constructed within a distance of ten feet (10% of said easement. 15. The City of Auburn has established typical Trench Excavation and Backfill Drawings to be used for the installation of utilities. Refer to these drawings for details before starting construction. 16. All required landscaping shall conform with City of Auburn Zoning Ordinance, Section No. 18.50. 17. For MH & CB rim adjustment, maximum adjustment with brick of rims and castings shall be fourteen inches (147), without adding new sections. 18. All manholes and catch basins in public right -of way or easements shall be adjusted after asphalt paving. a` ■ C •sue i W d Z Lw r Z W i a. J `W W MW W Y Z Z Z D 0 0 0 Z Y JOB NO. 130-14-893 DWG. NAME SW-12 DESIGNED BY: O. Offs DRAWN BY: E.R. CHECKED BY: LT.P. DATE: MARCH, 1990 DATE OF PRINT a -22 /- 9oD 1147 /4 of 26 n GENERAL NOTES: 1. PROVIDE ONE STAGE LANDING WITH LIFTING ROD LOCATED A MAXIMUM OF 14' BELOW THE TOP OF THE ENTRANCE TUBE. S.S.M.I - 13 S.S.M.H. #1 / TYPE I-48�0 DRY WELL 2. PROVIDE A STEEL ENTRANCE TUBE LID. STA. 718+02.81 STA. 717+95.54 3g5 / - (52.92'Ri.) (41.0'RT.) / / „1�:::::::::: 3. PROVIDE TWO EXTRA ANODES FOR A TOTAL OF FOUR. SEE SHEET SW-1 FOR / / �I ^ 4. PROVIDE REINFORCED HEAD AND BASE AND A 3/8" SHELL. LIMITS OF EXISTING 4 MIN. CRGSHED �.':.':.'::" " � , 10" PLUG VALVE �F 5. PROVIDE A WET WELL LEVEL GAUGE (0-200" RANGE). WETLANDS. �S�ARKINGNAND/OR �lir:iiirr::::.... TURNAROUND G ` 6. PROVIDE AN ELAPSED TIME METER FOR EACH PUMP. WET WELL / 7. PROVIDE PUMP RUNNING LIGHTS. STA. 718+05.54 / � \ (41.0'Ri.) / / 3g8 .... // __`` �_... 8. PROVIDE A GENERATOR INTERLOCK TO LOCK OUT THE HIGH LEVEL PUMP DURING STANDBY POWER (STANDBY POWER BY OTHERS). / ................. ...... .. 55, ............... / '' ��"" C """ r 9. PROVIDE A DUPLEX CONVENIENCE RECEPTACLE INSIDE THE ENTRANCE TUBE LOCATED NEAR THE TOP, RECEPTACLE IS TO BE 3'-6"x3' CONCRETE / /::... 1d®� EASILY ACCESSIBLE FROM OUTSIDE THE TUBE. ............ SLAB FOR SERVICE ...... ....133/ .... ........... .............. PANEL ...::::•:: "y ...::::'.:'.:::::""�� 10. PROVIDE GROUND FAULT CURRENT INTERRUPTERS ON ALL RECEPTACLES. / 0� / •"•' • • :: / 11. PROVIDE A 2" PIPE COUPLING THRU THE ENTRANCE TUBE FOR BUBBLER LINE PROTECTION. rr r.... / W/31ST C DHDS OF K�FBEDE / 0000, 20' CHAIN / J / 12. PROVIDE A CONDENSATE BLEED VALVE ON BUBBLER LINE INSIDE THE STATION. -SEE DETAILRE- AND S SHT. SW- ; " / �TT''���� Fres,, r /''�� I LINK f.4TE' / 13. PROVIDE AN ANODE TEST BOX (NO METER) LOCATED AT THE TOP OF THE TUBE ON THE OUTSIDE. J r r 0 J 0 4p0 OONESHT. SW-15 :I / QOZ 14. PROVIDE A 1" ALARM CONDUIT AND MOUNTING BRACKETS FOR CUSTOMER'S TELEMETRY UNIT. REF. S/N 08-7822-D 1 / FOR MOUNTING DETAILS. 15. PROVIDE A MAIN BREAKER (30 A., 2 P.) FOR CONTROL POWER ON OUTPUT SIDE OF TRANSFORMER. J-- / ::1 16. PROVIDE SEPARATE SINGLE POLE, 15 AMP BREAKERS FOR THE FOLLOWING ITEMS; LIGHTS, CONV. RECEPTACLES, / 402 �/ 1 oCONTROL, DEHUMIDIFIER, VENT FAN, SUMP PUMP AND TELEMETRY. TOTAL OF EIGHT BREAKERS. SEE BACKFLOW PREVE R '•® ' - - - - - - aQ 17. PROVIDE 3 SPARE 15 A.SINGLE POLE BREAKERS. DETAIL SHEET SW-15 I\ J /� 18. PROVIDE AN ENTRANCE TUBE LID OPEN ALARM FOR REMOTE INDICATION. J 19. PROVIDE A HIGH WET WELL LEVEL FLOAT SWITCH ALARM. :.SEE SHEET SW-14'r:rl t:::::'FFOR LLIFT STATION 20. PROVIDE A LOW WET WELL LEVEL ALARM (PRESSURE SWITCH). DET21. PROVIDE A STATION FLOODING ALARM. :` I r3'-WALK-IN GATE::::::: { 22. PROVIDE A PUMP FAILURE ALARM FOR EACH PUMP. •••• "'•�'�`�' �`"' ��� •,..:...,-.., E LA 6 O �. ? •'� -BY PASS SEE Or / ( 23. PROVIDE A PANEL LIGHT AND MANUAL RESET BUTTON FOR EACH ALARM IN ITEMS 19 THRU 22. THESE ALARMS ARE TO ALSO '® ':-::::::•-,=-'.R':`.-'`.�'"..'::::,..:�:::...... :SHEET SW-15) / HAVE REMOTE IND!CATION (BY OTHERS). Power &/a W Gvy W/re .............. :.::.: ....:::::::::::... .......... ..... ........ 2 And 2 Uriderg ovnd Services �4 :•.:f8" PLUG VALVE 24. PROVIDE A U.L. LABELED CONTROL PANEL. 25. PROVIDE A BLANK FLANGE AROUND THE DISCHARGE GROUT SLEEVE. FLANGE TO BE DRILLED IN THE FIELD FOR CUSTOMER'S TIE ROD ANCHORS. .................... ........ - - - 26. PROVIDE WIRE OR OTHER ACCEPTABLE PROXIMITY DETECTION FEATURES PLACED ONE FOOT ABOVE FORCE MAIN. - / SUBMIT PROPOSED DETECTION DEVICE AND CONSTRUCTION METHOD TO CITY FOR APPROVAL PRIOR TO CONSTRUCTION. Q SEE POST HYDRANT / ®2x7' 27. FORCE MAIN CONSTRUCTION ACROSS EXISTING PAVED ROADWAYS SHALL BE INSTALLED BY BORING OR JACKING UNLESS ETAIL SHEET SW-15 S RC• �00 OTHERWISE APPROVED BY THE ENGINEER. Z vi 28. UNDERGROUND UTILITY CONSTRUCTION PARALLEL TO ROAD ALIGNMENT SHALL BE IN ACCORDANCE TO SECTION 7-17.3(3) OF 0 0 1A THE 1988 WSDOT/APWA STANDARD SPECIFICATIONS. IN TRENCHING THROUGH EXISTING PAVEMENT, THE OPEN CUT SHALL BE Q'j A ' ` 4'x4' CONCRETE ' v ° BE A NEAT -LINE CUT MADE BY EITHER SAW CUTTING OR JACKHAMMERING A CONTINUOUS LINE. TRENCH SIDES SHALL BE KEPT F ,.-=- PROPOSED CURB, SLAB FOR WET ° o GUTTER & SIDEWALK AS NEARLY VERTICAL AS POSSIBLE. ALL TRENCH BACKFILL UNDER ROADWAY SHALL BE COMPACTED TO 95% OF MAXIMUM LT�n ° a v 3 ° ° e / WELL MANHOLE a _ PER ROAD & STORIr� DENSITY. o v COVER AND LID > ° A a < DRAINAGE PLANS u _ o ° y t 29. THE CONTRACTOR SHALL NOTIFY KING COUNTY DEVELOPMENT INSPECTION 255-2531 OR UTILITY INSPECTION OFFICE C . V a ' 4 o 4 • 4 244-0770 NOT LESS THAN 24 HOURS PRIOR TO BEGINNING WORK IN EXISTING TRAVELLED COUNTY ROADWAY. 81PVC 30. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE 1981/APWA / I / FORCE © / STANDARD SPECIFICATIONS AND 1987 KING COUNTY ROAD STANDARDS. / I MAIN 31. BURIED UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION. THE CONTRACTOR SHALL CONTACT ALL UTILITY EX. 12" WATER COMPANIES TO HAVE UTILITIES VERIFIED ON THE GROUND PRIOR TO ANY CONSTRUCTION. 32. EROSION CONTROL MEASURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. O EX. tY WATER I / 33. THE CONTRACTOR AT THIS OWN EXPENSE SHALL PROTECT PRIVATE OR PUBLIC PROPERTY ON OR IN THE VICINITY OF THE CONNECT T ,0 LINE WITH CORP. / WORK SITE AND SHALL RESTORE DAMAGED PROPERTY TO ITS ORIGINAL CONDITION OR BETTER. SEE / INSTALL DRIVEWAY DROP 34. PRIOR TO PLACING SURFACING MATERIAL ON THE ROADWAY, IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE '3� PER K.C. STANDARDS DENSITY TEST REPORTS CERTIFIED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. A MINIMUM OF ONE / TEST SHALL BE TAKEN WITHIN EVERY 500 FT. OF TRENCH LENGTH AND AT DEPTHS UP TO 50% OF TRENCH DEPTH OR AS DIRECTED / S H E ET 35BY THE ENGINEER. / . THE CONTRACTOR SHALL BE RESPONSIBLE FOR INTERIM TRAFFIC CONTROL DURING CONSTRUCTION ON OR ALONG TRAVELLED I ^ `� , - ^ L COUNTY ROADWAYS. TRAFFIC CONTROL SHALL FOLLOW THE GUIDELINES OF SECTION 1-07.23 OF THE WSDOT/APWA STANDARD VV J SPECIFICATIONS. ALL BARRICADES, SIGNS AND FLAGGING SHALL CONFORM TO THE REQUIREMENTS OF THE MUTCD MANUAL. 36. THE CONTRACTOR IS RESPONSIBLE FOR TIMELY NOTIFICATION IN ADVANCE OF ANY CONSTRUCTION IN RIGHT-OF-WAY OR UTILITY EASEMENTS. THE UTILITY ONE -CALL PHONE NUMBER 1-800-424-5555 SHOULD BE PROMINENTLY DISPLAYED ON THE WORK SITE. S.E.718+00 124th AVE. V© 37. FORCE MAIN SHALL BE Ir PVC AWWA C900 DR14 OR EQUIVALENT. FORCE MAIN SHALL BE PRESSURE TESTED TO 75 PSI. ABOVE ACTUAL DESIGN WORKING PRESSURE OF SYSTEM. © 38. PORTABLE EMERGENCY GENERATOR SHALL BE PROVIDED PER CITY REQUIREMENTS. LEGEND: o LIFT STATION SITE LAYOUT 39. CONTRACTOR SHALL SUBMIT, PROVIDE TO THE CITY, 6 COPIES OF 1 LINE DIAGRAM FOR ALL ELECTRICAL AND CONTROL CIRCUITS 3E >E FENCE FOR THE LIFT STATION. SCALE: 1' 5' FORCE MAIN PROPOSED FORCE MAIN © 40. THE CONTRACTOR SHALL SUBMIT 7 COPIES OF SHOP DRAWINGS TO THE PROJECT ENGINEER. THE ENGINEER SHALL REVIEW R.O.W. APPROVE AND SUBMIT 6 OF THESE COPIES TO THE CITY FOR REVIEW AND APPROVAL. THE CITY WILL RETURN 3 COPIES. W EXISTING WATER 41. COMPLETE "OPERATION AND MAINTENANCE' MANUALS (3 COPIES) MUST BE SUBMITTED BY THE CONTRACTOR TO THE CITY BEFORE FINAL PROJECT ACCEPTANCE. G EXISTING GAS © 42. SEE SHEET 2 OF 4 OF RAINIER SHADOWS DIVISION I WETLAND ENHANCEMENT PLAN FOR LIFT STATION LANDSCAPING PLAN. EXISTING SANITARY SEWER ADDITIONAL LANDSCAPING MAY BE REQUIRED BY THE CITY OF AUBURN TO MEET THEIR REQUIREMENTS. DITCH 12"CMP EXISTING CULVERTS zQ FAC #0043-90 a SIGN I ft EXISTING HYDRANT OOFWASyro!'s ®THESE PLANS ARE AS -BUILT AND THE THESE PLANS ARE "APPROVED" FOR v�•; �• INFORMATION SHOWN ACCURATELY CONFORMANCE WITH THE CITY OF AU $i ENGINEERINGp,DIVISI01" REQUIREMEI O EXISTING POWER POLE �43 x RSFOLFCTH! EXISTING FIELD Approved SY' /R0.i' ® EXISTING WATER METER OO i Date Approved: IZ-zl -40 REVISIONS NO. OESCRIP➢ON/DATE BY 1 AU URN R.J. 10-2°-RO 2 r MOURN 12� 0 NCL 3 PER NaO REV. I •t 00 4 F 50,LT 12-39-91 RJ0 J z S J WYL rs da W FW d• G� 'YGL'VD �s W d � J o y "ij P d ' o� 3 a a Y N Z 0 O Z_ S a Id Z L� r W po a Og O w LIJ / C/ W W Z Q Q W,eleeW V) W m < J a: Z rL O U 0 Z Y JOB NO. 138-14-893 DWG. NAME SW-13 DESIGNED BY: K.HARRIS ,PRAWN BY: AMILSON CHECKED BY: A. SATO DATE: APRIL, 1990 DATE OF PRINT SW-13 9o2> 114.7 15 of 26 I Elev. I Elev. I� 5'-0" _1_0'_-0" Min. Min, With 4'-0" Dia. Wet Well Bubbler Line ,--t (See Note One) -, f 0 \.-. I`G.o- 335.42 1 1_0II Min. 110 Elev. 37�.0 = Grade 4�-311 SETTING PLAN v r . •. , it 6 ,•� .p Plugs •` �' (Not By SEW 8'-0" 811 Suction 2'-0" �,','.• 01 _ql 'y' 4 ey q.• •_ Elev. 373.0 374.0 .'.• °. / V�G. 111 2'-12 I Lifting Loops (One Each Side) Maximum Frost Line Plus 6" s—:'b Y six 811x 21Tee •._,.• _-�-- a:•i -r (Not By S EW '' 4 I -17 lb. Magnesium Anode Pack One Each Side Of Station (2 Furnished By S a L) -Intake Air Duct •Fr 2 'Flexible Bubbler Line - 8 Bubbler Pipe (Not By S a L) (Not By SBIL) Ventilatin 0 0 0 0 0 0 0 TYPICAL WET WELL (Not By SaL) Y.9p Blower —� Bubbler Line Anchor Sump Line To Wet Well Wall 14 Sump Pump 11Discharge-Piping (Not By SaL) 8" Dia. y Pipe (Not B S a L) 11 8 Dia. Plain End Steel Suction P' es(B 4z81L f Water -Tight Lid 1 Metal Ltd O \ in Entrance ° Tube '�— Discharge Air .Duct •.1 / A SCALE: NOT TO SCALE DATUM: I:ITY OF AUBURN/K.C.A.S. NOTES; I. See Installation Instructions For Bubbler Line Details. 2. See Engineer's Plans And Specifications For Details Of Wct Well, Concrete Foundation, Grout Under Station, And Electrical Service. 0 3. Wiring Diagram And Schematic By Separate Submittal 4C2 PUMPS WITH 20 H.P, _1760 R.P.M., 3/60/480 VOLT MOTORS. 6"Y / 11 Dia. Plain End Steel Discharge Pipe •1-S81L To Here T 311 I 9 - Min 47 11,4 1jHESE PLANS ARE AS -BUILT AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CON91TIONS 9 AS OF THIS • I1- 3C - �pp �DATE. IO/ F `'d t6Sn: •• 11 � <Anaa J/3/ ` ° 8 Suction OF Pipe 81 Gate Valve Motor Lifting Loops Pressure Switches ° Fluorescent Light • (Opposite Side) 7'— Dia.. 0 Control Panel Dehumidifier r 38"Above O Ladder-� , Floor �� 2`-6" r-� I Min. it O 816 1 A Sump Pump 3111111C Ip y ' CO FOUNDATION (NOT BY S&L) Sloping Blocks - (By S8L) NOTE -THE FOUNDATION REQUIREMENTS SHALL BE DETERMINED BY A GEOTECHNICAL ENGINEER BASED UPON THE SOIL CONDITIONS ENCOUNTERED DURING CONSTRUCTION. THIS FOUNDATION DESIGN WILL BE ADDED TO THE AS -BUILT PLANS. THE MINIMUM SLAB WILL BE 1211 THICK WITH *5 BARS EACH WAY AT 12" O.C. 4" Approx. Bubbler Compressors I /'-Grout /(Not By S&L) See Note 2 T 111 102 I 6" Discharge Gate Valve- 9" Min. 6° Common Discharge Pipe 4B2/4B2A/4C2/4C2A/4B3/4C3/4D3 Pumps STATION PLAN ,,� FAC *0043-90 0 �v' THESE PLANS ARE ••APPROII FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISIONS REQUIREMENTS Approval Or. 4U&W I It Date Appmv°d: 17- - Z 1— 9 0 THE DESIGN AND DETAIL OF TH IE DRAWING 19 THE PROPERTY OF WITH \ LOV ELESS, INC. AND 1E NOT TO BE"ED TION WITH OUR WORK. DESIGN, A1{D INVENTION RIGHTS ARE RESERVED. DIMENSIONS ARE IN INCHES UNLESS Y"Aw. B. AT. AL,°WA•<L Smith& < 3 R.DIEHM II/79I T°"Y,„"• E<" °" O,.E ".<Ti°„, Loveless I GO ;` E.MARTIN II/79 M h a °«IRus N ..... °EYITT AATE .w 7'-0" DIA. DUPLEX m S.M. I/80 PUMPING STATION „,,�, "' z 2 NONE =n'„.: N 78-12 :o»,,. „°, "C ,0 e 9` 28D986 Fat VISI<J NS NO. DESCRIPTION/DATE By E c 'Y F .,; PER CITY CITY OF AUBURN MCL 3 r.X ns•ew4r i�-y'•Sl k.�d �o �N 44yy i 1`Q�J7";-�� Q� �2 •I �053 �o .m/njizi 1•�yjO1�LdY�`\, S d 2 0 m � N Q 1 �o Ub m z 0 z a .�Y Z 11I z I C 0 W _l 1J > 0 W LL � I1r Q Z . O (M �•—� 14 Y Q In z r LL z D 0 U 0 JOB GCI 129-01-00 DWG.NAMESW-14 DESIGNED BY: K.HARRIS DRAWN BY: A.WILSON CHECKED BY: K.H_RRIS DATE: MARCH. 1990 UATE OFr,,uL PRINT 1I' , 1990 I SW-14 90 .D 1147 /6 of 26 DIM. TO SUIT TRANSFER SWITCH & BREAKER BOXES CONCEALED HINGES —I TYPICAL 3 PLACES KWH METER BOX WINDOW IN FRONT OF METER SERVICE 3 POINT LATCH BREAKER WITH PADLOCK BOX PROVISION ON BOTH DOORS 10 �.. N 2'-0" UNDERGROUND TO UNDERGROUND TO POWER POLE LIFT STATION NOTES: 1. EXACT LOCATION OF MANHOLE AND AIR VACUUM RELEASE ASSEMBLIES TO BE DETERMINED BY ENGINEER AT TIME OF CONSTRUCTION. PLAN DOOR 2" CRUCHED SURFACE CONCRETE BASE 6"x2 1/2"x 2 1/2" FIRE � ADAPTOR PLUG r I GRINNEL FIG. 133 L MANUAL 2" CRUSHED GRAVEL TRANSFER EMERGENCY POWER RECEPTACLE GROUND LEVEL DOOR VALVE BOX I + 3/4" TIE BAR M 2'-6" SERVICE PANEL DETAIL NOT TO SCALE MAIN MANHOLE " QUICK DISCONNECT �: P: • COUPLING BACK FLUSHING — HOSE 1/2" SHUT OFF `.` VALVE AUTOMATIC SEWAGE •: AIR RELEASE VALVE—',-' QUICK DISCONNECT APCO OR EQUAL �:• �.; COUPLING " 1" BLOWOFF 2" SHUT OFF !2 •: • VALVE VALVE " ^ 8" FORCE MAIN ELEVATION AIR RELEASE VALVE DETAILS NOT TO SCALE 3�1 ' 1/2 BLIND FLANGE AS DAM A 3/47 TIE BAR E" x 6" D.I. GATE VALVE D.I. MJ FITTING AS REQUIRED 6" DISCHARGE LINE FROM LIFT STATION 8" MJ x 6" MJ x 6" MJ TEE BY PASS DETAIL NOT TO SCALE IMPROVED AREA SURFACII • o 0 0 o O o• • • 0 • 0 o BACKFILL .0 ° ° COMPACI 0' ° o a o•'o OF MAXII aO:o o o0,0 0 ° 0; ° O BACKFILL 0 COMPACI o . 0 o OF MAXII e0 0 O. a 0 PIPE ZO SEE STA IG AS REQUIRED MATERIAL ED TO 95% AUM DENSITY MATERIAL ED TO 90% AUM DENSITY JE 4DARD PLAN TRENCH SECTIONS NOT TO SCALE TEE & TEST COCK "L41BRONZE CO" 1 1/2" MODELFRP-II, BODY, REDUCED PRESSURE LOW PREVENTER, OR EQUAL. ram=_� r 2" AIR GAP UNBALANCED CROSS 1-1/4 STEEL PLATE HORIZONTAL BEND THRUST BLOCK AREA IN SQUARE FEET SOIL FIN SILT OR COMPACT SAND COMPACT SAND FIRM 91LTY SAND AND GRAVEL FITTING 90• Tee 45 Benda 99 Tee 45' Bends 99 Tee 45' Bends Bend Bend CaP or Pluq 11 1/4'. 22 1/7 Bend Bend Cap 11 1/4, or Plug 22 1/7 Bend Bend.Cap or Plug 11 1/4. 22 1/Z 8" PIPE SIZE 23.3 S. 16.7 :6.7 '• 11�1.7%f �8.-Ml4fs :'3.4''>'>''%:s6.3:�?%' �%; <.,,.,.... .,. AREA CALCULATED ON 300 PSI TEST PRESSURE AND 36" MIN.COVER OVER W.M. ECOLOGY BLOCKS, PER STANDARD PLAN 460 MAY BE USED IN LIEU OF 1 1/2" TUCKERPOURED-IN-PLACE BLOCKING FOR FITTINGS IN SHADED PORTION OF TABLE. 1 1/2" GALV. CONNE TION E L DRAIN - - E" FORCE MAIN THRUST BLOCKING ACRETE CL 5 1/2) BLOCK NOT TO SCALE L 1" COPPER LINE _�— WATER SUPPLY FROM EX. 10 TO HYDRANT NOTE: VAULT FOR BACKFLOW PREVENTER- UTILITY VAULT CO. TOP HINGE MODEL 233-LA WITH HINGED DIAMOND PLATE LOCKING /_(180' SWING) 14' or 20' COVER, OR EQUAL. BACKFLOW PREVENTER DETAIL NOT TO SCALE -D.I.P. TEE CL. 52 ONE LENGTH OF DUCTILE IRON PIPE (CLASS 52) TO SOLID BEARING WHEN SPAN IS MORE THAN 4'. 8" FORCE MAIN FLEXIBLE JOINT BACKFILL WITH COMPACTED MATERIAL 8"D.I.P. AS DIRECTED BY ® CL 52 ENGINEER HOLDING SPOOL �- 6' MIN. MH CHANNEL EXISTING M.H. 0 INT'X. OF 116TH AVE. S.E. & S.E. 304TH ST. FORCE MAIN ENTRY NOT TO SCALE D.I.P. 90' BEND CL. 52 CONCRETE CL 5 (1 1/2) BLOCK. POURED IN PLACE I.E. 415.25 ZURN Z-1385 2'-Ir ii CONC. SLAB EL.=404.1 Tx2'x6" 6" MIN. COMPACTED GRAVEL 3• T O UNDIST. EARTH O �2 CF. OF SELECT 1 1/Y GRAVEL 1" COPPER LINE NON -FREEZE POST HYDRANT — 2• GALV. PIPE, 5'-6" LG. WELD TO HOSE RACK MOUNT 3'-6" FROM FINISHED GRADE SET PIPE 2' DEEP IN CONCRETE, 6" DIA. MIN. NOTE: HOSE RACK SHALL WELDED HOSE RACK DETAIL N0. 8 GA STEEL PLATE. (GALV. AFTER FABRICATION) NOT TO SCALE NOTES: 1. FENCE FABRIC SHALL BE SECURED 2. MINIMUM POST LENGTH: TO GATE FRAMES WITH KNUCKLED TYPES 1 & 3 8'-8" SELVAGE ALONG TOP EDGE FOR TYPES 4 & 6 5'-6" TYPES 4 & 6 CHAIN LINK FENCE INSTALLATIONS. FENCE AND GATE DETAIL NOT TO SCALE R/W R/W 25' T PEp � fwA;y E,p HESE PLANS ARE AS -BUILT AND THE EX. GRND p�4°, ? /4eT!�n NFORMATION SHOWN ACCURATELY EFLECTS EXISTING FIE D CQ ITIONS //. S OF THIS T 7 �' 6543 i ' z a FAC #0043-90 TO FORCE MAIN THESE PUNS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN 124th AVE S.E. STA 723+00 ENGINEERING O.MSIOWS REQUIREMENTS NOT TO SCALE Appirmod Br.414a +P DeAe Approves I i - 71 -90 R EVLSIONS NO. DESCRIPTION/DATE BY AJRtJRN _ MC L 8 REVISED PER CITY OF 2_19— JAL 2A9 INC. 'pd z aSp W ONoays •b�k � yJ °W yW W 'brAl : ° F�y v P a S Z O F Z S a 3 U ZLL co Ir w 0J C o Q° J = V) O W z o a: 5 J W W - � Z W � Q Y Z L } 1'- Z O U 0 Z Y JOB NO. 138-14-893 DWG. NAME $W-15 DESIGNED BY: K.HARRIS DRAWN BY: A.WILSON CHECKED BY: A. SATO DATE: APRIL, 1990 DATE OF PRINT SW-15 - I 90 --I> /1+-7 /-7 OF 25 A Portion Of The N.E. 1/4 Of Section 9, Twp. 21 N., Rge. 5E., W.M. 2"x4" DOUGLAS FIR OR / EQUAL 0 4' O.C. (MAX.) SCALE: 1" = 20' HORIZ.: 1" = 5' VERT. 6"' DATUM: CITY OF AUBURN/K.C.A.S. FILTER 3/4" - 3/8" WASHED FABRIC MATERIAL GRAVEL OR PEA GRAVEL B.M. R.R. Spike in Power Pole #31017 at West Side 124th, POULTRY NETTING V \ / ' S' "EET first Pole South of 310th, PLOW l,_ .. d• �/� 3 1969-16. Elev. = 434.85. B.M. y5-I uit.- "`- '&.§•.'', ed'` l DELINEATED WETLANDS S.S.M.H. #4 Y.B 7�7 _I;. NEWLY GRADED OR—III—o•, DISTURBED SIDE SLOPE - oA. BOUNDARY PER 8-12 ASSOC. ® S.S.M.H. /3 TYPE 1-4frO TYPE 1-4TO /. % I /' 13 WARNING: / '/ THE EXISTING UTILITY LOCATIONS SHOWNL i ' ARE APPROXIMATE ONLY, DEPTH UNKNOWN. / °� WELL ,-�^ %....... CALL 1-800-424-5555 BEFORE COMMENCING $'. / 1f s,5 . ...:'- CONSTRUCTION. TYPICAL FILTER / wET wELL �� I6 ���.�',...,-... h ® NOTE: FENCE DETAIL INSTALL 85 L.F. OF / ,-� 3.`F, - .r?f�- / FILTER FABRIC FENCE / .1 I� ALL DAMAGED ROADWAY AND DITCHES SHALL BE NOT TO SCALE PER DETAIL ABOVE / .......... ; '.'!.�' SEE SHEET SW-13 r / - to rr�r�� r RESTORED TO ORIGINAL OR BETTER CONDITION / i I' VERTICAL SEPARATION �...'.'..".'.'.'.'.'.' FOR PUMP STATION J�/� PER KING COUNTY STANDARDS. w/ W.M. @ PERPENDICULAR CROSSINGS, ITYP.1. ..._ _ ... _ ...� LOCATION, SHEET .. 2-45' BENDS SW-14 FOR PUMP / / / T.. STATIOND SHEET SW-FO AILS 3 I AIR �2ELEASE VALVE !n • z EDGE OF ASPHALT PAVEMENT I EDGE OF ASPHALT PAVEMENT F- LLJ x ` EX_12"W Imo_ EX. 12" WATER _ — — _ — — EX. 12„W — — — — --J — — — — — — — — — (n N a a a 721+00 7 719+00 b18+DO 2-45' BENDS 717+00 .5� 716+00 t w w - - - ZZ2 E♦- - - - -^LN SEE SHEET SW-2-------- - ---------------------------- -----------------------T--------------------Z-- 8" FORCE MAIN 4 T----- Ltl EX 6" GAS EX. 6" GAS I EX. 8" GAS 1 Z -T---------------------------------L---------- - - - - - - I------------ ------------- ---------------T------4�---- EX. T --------------- - - - - - - -- J CULV. m m a I N E IDITCH CL CULV. I EDGE OF AS P MENT _ Go l I L-E CULV. I j 8"e STUB 8"e STUB HNWa W LU Q DRWY. 8"PVC FORCE MAIN DRWY. r J 1 r 1 # 1 12 7. L. # �EE3~ EASEMENT � .L. T. PEP,I pf WA8f4p�'PJr I ©THESE PLANS ARE AS -BUILT AND THE la INFORMATION SHOWN ACCURATELY 6543 REFLECTS EXISTING FJELD CONDITIONS 'L• -9/ AS OF THIS D T 23 O 124th AVE. S.E. 7 EXAES3/iZ92 420 40 40 410 EX. GRADE O F.M. k S.S. AI RELEASE VALVE --- INSTALL AT HI G POINT 1 1 405 SEE DETAIL SH . 15 405 410 1 1 1 1410 \ 0 EXISTI 4G TOP OF RAVING O f1 tOAD o 0 .�_� 395 < 9 k4O--- 390 133 LF 390 _ ---- ���-- �- O 0.0040% 395 - --- -- - ----- ---- 395 8 13 LF 5 -.--- ---- ----- ---- EX. 36'SD MAIN O 0.1169 = 3 9 � O ® $FARCE S..M.H. # 3 EX. 12"SD Qj RI 3$8.7 p, m 9 80 1 IE e. 387.62 11 rO S.380 ==7 TYPICAL ALL UTIL ITY CROSSINGS: WHEN 1. ' OR LESS SEPARATION BETWEEN FORCEMAIN, USE SAN CUSHION. LESS 85 3 THAN O. ' SEPARATION NOT ALLOIVED.Zi FAC 0043-90 S.S® i 1 RIM RIM 2.7 THESE PUNS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUSURA S.S.M H. # 2 Q�UIREMENT* ENGINEERING DIVISION'$ REQUIREMENT* RIM 4b2.3 Approved Sr.4U.41, Aa IE - IE w 386.0 10"0S.E.. 375.0 CL 8"0 W. SUCTION Deu Approved: IZ-ZI-4o 721+00 720+00 719+00 718+00 REVISIONS NO. I DESCRIPTION/DATE I iw m HR aw [f ,WRMII/ 8- m CO ® rtn arc ar .u91M1/lo-u- wI ® Marc OF N.@Ildl/12-YW YS r . FIELD V. 1-2a91 DO S IE6 AS- UILT fJb INC. _C2Jd d• YS V\ N0bb0 W s ao ,P� a UO z 0 F- 0 z_ Q 3 Z z w LL Z z W O Q a w � O O LL W 10 z 0 a: Q W z W IIIl LD Z I ZF- M W R a Z rL z 0 0 U C7 z Y JOB NO. 138-14-893 DWG. NAME SW-16 DESIGNED BY: A. SATO DRAWN BY: J.LATHROP CHECKED BY: K.HARRIS DATE: JULY. 1990 DATE OF PRINT SW-16 c4o3> 114-7 /8 of 26 A Portion Of The N.E. 1/4 Of Section 9, Twp. 21 N., Rge. 5E., W.M. SCALE: 1" = 20' HORIZ.; 1" = 5' VERT. DATUM: CITY OF AUBURN/K.C.A.S. B.M. R.R. Spike in Power Pole #31017 at West Side 124th, frst Pole South of 310th, 1969-16, Elev. = 434.85. B.M. #5-1 STA. 726+55 124TH AVE S.E. _ WARNING: STA. 9+95.17 S.E. 304TH ST. THE EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, DEPTH UNKNOWN. CALL 1-800-424-5555 BEFORE COMMENCING CONSTRUCTION, 2-45' BENDS I 8' FORCE MAIN a V) N EX. 12"W mN EX. 1YW EDGE PF PAVEMENT— I LLJ I--B94 — — — — — — — — — _ _ _ _ _ _ _ _ _ — — _ _ _ _ _ _ _ _ _ LLJ 726+00 m 725+00 724+00 723+00 N - - - 3 - - - - - - - - - - - - - - - - - LLJ NLLJ EX. 6" GAS EX. 6" GAS W ------T-T-------------------------------------------------- 11 EDGE OF PAVEMENT = O TELE. RISERLJ U Q v I � SAW CUT ANJATCHI PER KING C A NOTE: STANDARDS. ALL DAMAGED ROADWAY AND DITCHES SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION WPER KING COUNTY STANDARDS. ILL CD 5' MIN. SEPARATION BETWEEN EX. GAS AND PJ?T� FORCEMAIN, UNLESS OTHERWISE APPROVED BY THE CITY OF AUBURN AND W.N.G. _�T. W�0, SEE SHEET SW-18 AQ OTHESE PLANS ARE AS -BUILT AND THE a INFORMATION SHOWN ACCURATELY 6543 REFLECTS EXISTING FIELD CO DITIONS l ` A OF THI T 124th AVE. S.E. oa1Es 1V�9z O EXISrING TOP OF PAVING O 4 ROAD B" CE MAIN 390 LM :3 a a380 375 A FAC #004 -90 'yr��,vt(�• 4�` THM PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBUf* ENGINEERING DIVISION'S R OUIREMENTS ADpmed BY 0410ApWwS& REVISED FORCEMAIN DAT� lA. ! 726+00 725+00 724+00 723+00 APPROVED BY: REVISIONS NO. DESCRIPTION/DATE BY A PER 0 AUBORN 10-22-90 7,—, PER CITY of AUBURN 2-3-90 MCL A PPER CgLIENT REQUEST VB 4 vF,. AS-BWLT_ 9i de ANC. u WYAj P4' j �NONVO .y3 ,P eLL oyi t yi �� W O c�q5 6~Ars .eP e � N b o� 3 9 a z 0 z 2 Q 3 . Z LLJ LL Z300 O W O a m a oC) aQ z > W 0 a: Z LLJ < Z Z LLJ U Q o Y LL Z L } F z 0 0 0 z Y JOB NO. 138-14-893 DWG. NAME SW-17 DESIGNED BY: A. SATO DRAWN BY: J.LATHROP CHECKED BY: K.HARRIS DATE: JULY, 1990 DATE OF PRINT SW-17 90D 114-7 /9 of 26 A Portion Of The N.E. 1/4 Of Section 9, Twp. 21 N., Rge. 5E., W.M. 0 NOTE: NO STOCKPILING OF EXCAVATED MATERIAL WITHIN R/W IS ALLOWED BETWEEN STA. 10+00 AND 13+50. a 01 V) F— C31 p z 0 D W,MAILBOX EX. 20"W _ — — — — — — — — — — In 12+00 5' TYP.A4 lyf N X w z J ... EXISTING DITCH TYP. C) Q 2-45' BENDS MAINTAIN II VERTICAL SEPARATION BETWEEN GAS a FORCE MAIN. A NOTE: ALL DAMAGED ROADWAY AND DITCHES SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION PER KING COUNTY STANDARDS. 5' MIN. SEPARATION BETWEEN EX. GAS AND FORCEMAIN, UNLESS OTHERWISE APPROVED BY THE CITY OF AUBURN AND W.N.G. 11+00 _ I _ MAIN I - I I I PAVEMENT I 1 I -- - F I OF ASPHALT PAVEMENT ~I AT EDGE OF SHOULDER PER DETAIL ON SHEET SW-16. PATCH AND OVERLAY PER KING COUNTY STANDARDS FROM STA. 11.70 TO STA. 13.60 t S.E. 304th ST. I= Ii I I I I SEE SHEET SW-17 STA. 9+95.17 S.E. 304th ST. _ STA. 726+55 124th AVE. S.E. 2-45' BENDS 40 395 PROFILE NT (j OF FlIRCE MAIN 5 3' MIN. COVER jYP. Q 385 OEX. AIN I' VER BETWEEN ILITIES T ICAL P. B" FORCE MAIN 385 MAIN SEPARATION U 12+00 11+00 10+00 SCALE: 1" = 20' HORIZ.; 1" = 5' VERT. DATUM: CITY OF AUBURN/K.C.A.S. B.M. R.R. Spike in Power Pole #31017 at West Side 124th, first Pole South of 310th, 1969-16. Elev. = 434.85. B.M. #'5-1 WARNING: `!1 THE EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, DEPTH UNKNOWN. CALL 1-800-424-5555 BEFORE COMMENCING CONSTRUCTION. EXISTING GROUND 3 In 4 K 0 Z M \ �f W 43( 27 PROPOSED 8" FORCE ®® <1T A T• %m AA —AA !%mr%L1p G•G'/1T•/1�. EXISTING GROUND 440 r 6 Z — o d N 4351 PROP. 8" TORCE MAIN 27' 430 6® STATION 9S+nn CR[)SS SFCTInN EXISTING GROUND �I 0 I� ZI NI IN 4381 N PROP. Ir TORCE MAIN AA3 AT A THESE PLANS ARE AS -BUILT AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING Fj%CW4YITIONS AS OF THIS D 7- EXISTING GROUND - PROP. 8-- FORCE MAIN 2 STATION 12+12 CROSS SECTION THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS Approved By: Date Approved: tZ - 7-1 - 40 let -1 REVISED FORCEMAIN DATE: 4l:L APPROVED BY: REVISIONS NO. DESCRIPTION/DATE BY & PER CNY OF AUBURN RJ WW9e 1]-3-N OF BURN YCL ©Per 5- Client eq . 3-I RJB ®er nCa"ty Ria 5 PERFeR AS-EB1 L_ _q, RJB ANC. V O WY`t RW J �NGavO WIT d I a 9 no Q a z 0 z_ 2 Q 3 U Z (� W w J Z LL Z / O W 0 2 a 0 CL Z Q 0 > �g w 0 a: Z cr WLU < Z Z W U x Q Y o Z } Z z Z) 0 U U Z Y JOB NO. 138-14-893 DWG. NAME SW-18 DESIGNED BY: A SATO DRAWN BY: J.LATHROP CHECKED BY: K.HARRIS DATE: JULY. 1990 DATE OF PRINT SW-182 90 Z 114'? 20 OF 2s REVISIONS NO. DESCRIPTION/DATE 9Y 1 10-22-90 R.J.S 5m On 12-]-90 er Coca Rep"t6 Per 14�q on y J9 C-30-91 Wb ANC. ig Srw u O WYL �NGavD pW do 3T aLL 2 w J hz � Q a � 0 $ 0 z O F- c� z_ rn Q 3 U J_ F Z LL Z O W 0 0 � 0 Q Q �g > w CL Z W < Z Z w LLJ U Q w Y o Z z z D O U U z Y JOB NO. 138-14-893 DWG. NAME SW-19 DESIGNED BY: A. SATO DRAWN BY: J.LATHROP CHECKED BY: K.HARRIS DATE: JULY, 1990 DATE OF PRINT SW-19 K0 is I1 i, 21 of 26 H W I EX. 20"W n i ■ T W - - LLI M EX. 8"SS _ -3 W Z \ J a A Portion Of The N.E. 1/4 Of Section 9, Twp. 21 N., Rge. 5E., W.M. " -- I WATER M.H. DITCH 12"SD WAILEI _ _ o AILBOX EX. 20"W EDGE OF PAVEMENT 24+00 — _ 23+00 22+00 EX. G ® EX. G N 12"SD FORCE MAIN A 'N_, ® 2®3. STA.�; ,, 27.5' LT. AIR RELEASE VALVE w o NOTE: ALL DAMAGED ROADWAY AND DITCHES SHALL BE RETURNED TO ORIGINAL OR BETTER CONDITION PER KING COUNTY STANDARDS. 5' MIN. SEPARATION BETWEEN EX. GAS AND FORCEMAIN, UNLESS OTHERWISE APPROVED BY THE CITY OF AUBURN AND W.N.G. S.E. 304th ST. 440 435 430 495 420 AIR SEE RELEASE VALVE DETAIL SHT. 15 410 405 400 24+00 0f 4141 3' MIN. COVER iiiii=N� 22+00 8" FORCE 53 SCALE 1" = 20' HORIZ,; 1" = 5' VERT. DATUM: CITY CF AUBURN/K.C.A.S. B.M. R.R. Spike in Power Pale #31017 at West Side 1241h, first Pole South of 310th, 1969-16, Elev. = 434.85. B.M. #5-1 WARNING: THE EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, DEPTH UNKNOWN. CALL 1-800-424-5555 BEFORE COMMENCING CONSTRUCTION. MA LBO _ _ _ EX. 20"W 21 to 20+00 I A EX. G FR EX 112" S.D. It EX.IP EX. T/C IN I8 21+00 A :A Ej. GRADE Al (LOF 20+00 ITL1IN F- W - W x W W In W Z J 2 0 a ®THESE PLANS ARE AS -BUILT AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS OF THIS A FACT#0043-9 IV THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION' REQUIREMENTS Approved By. Dete Approved: I — — REVISED FORCEMAIN REVISIONS NO. DESCRIPTION/DATE 8V 10- -90 R.J.B 0 F AUBURN 9CL © pW, cG rmn gvest RJB C 4W 6 O WYbt �NOdvD _ P� .iOR' o boy YArs J � O R, ] "b G�5 B a �dT o � a 91 Q ® m z O U z_ x N 3 U Z (� w J_ F LL O W o� O Q i = z W 13 a: Z liLLI W Z Z U Q o Y � � Z Z z D a U (9 Z Y JOB NO. 138-14-893 DWG. NAME SW-20 DESIGNED BY: A. SATO DRAWN BY: J.LATHROP CHECKED BY: K.HARRIS DATE: JULY, 1990 DATE OF PRINT SW-20 90� 114'7 ZZ of 26 QoD 1147 REVISIONS NO. DESCRIPTION/DATE EIY _ RA PER CM OF P WRN � ©PEA FIELD WV. 125-91 W ® er`O ¢n egeee JA PER AS-9UILT -91 JD NC. J` ti2G9L ° dui 0 J JY` �NOa 4y, v VD d ~oz • 3��� 1T Q � W J a 'b v o Q U 5,3 Q di I I u Z Z Q U Z (%) w .J F LL O LZLI O IL IL 0 o Q Z �g > w a: Z W < z Z w LLI U Q Y o Z Z D 0 U C9 Z Y JOB NO. 135-14-693 DWG. NAME SW-21 DESIGNED BY: K.HARRIS DRAWN BY: J.LATHROP CHECKED BY: K.HARRIS DATE: JULY, 1990 DATE OF PRINT SW-21 23 of 25 A Portion Of The N.E. 1/4 Of Section 9, Twp. 21 N., Rge. 5E., W.M. n SCALE_ i" = 20' HORIZ.; 1" = 5' VERT. DATUM CITY OF AUBURN/K.C.A.3. y 430 B.M. R.R. Spike in Power Pole v 3 #31017 at West Side 124th, first Pole South of 310th, 3' GROUNIDG n 1 ¢ 1969-16, Elev. = 434.85. ¢ --- w N ��\ o N B.M. 115-1 425 WARNING: � THE EXISTING UTILITY LOCATIONS SHOWN 422 0 I ARE APPROXIMATE ONLY, DEPTH UNKNOWN. CALL 1-800-424-5555 BEFORE COMMENCING STATION 32+88 CROSS SECTION I 2I CONSTRUCTION. o0 00 C.B. R'q` 4"DIA. CEDAR BUSH "FAQ' eG0 0G0 C 0 ♦C, �� N I 12 I AILBOX� 5" ROLLED CURB EX. 12" CONIC. SD CMP ° ° DITCH —� _ DITCH E I EX. 20"W \ EX. 20"W 15"STUMP I MAILBOX W — — — — — — — - — I— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — w 36+00f \ I 35+00 I EDGE OF PAVEMENT w�N 34+00 33+00 N rn 32+00 2 U) — — — — — o LLJ— EX. 8"SS .. —I— — EX_ 8"SS— — — \ _ — L — — EX. -- L) EDGE OF PAVEMENT-- I EX. G \ D? EX. G EX. G �� W Z_ EX. G ®N I EX. SIDEWALK c;X EX. SIDEWALK _ NI U I x wl ®8" FORCE MAIN EX. 15"SO BSS�y Lq ') �/, NOTE: ® I INSTALL S.S.M.H. TYPE III-48"s I ALL DAMAGED ROADWAY AND DITCHES SHALL BE WITH DROP CONNECTION PER DETAIL SHEET SW-15 W I RESTORED TO ORIGINAL OR BETTER CONDITION RIM = 435.0 A PER KING COUNTY STANDARDS. I.E. = 427.0, B" FORCE MAIN > I I I w SLOPE FORCE BEGINNING MAIN TO MANHOLE I AT WEST EDGE OF POWER POLE. P6p�\ WAS PJ I', of J I SAW CUT AND PATCH vg`4 z2 l }� I PER KING COUNTY STANDARDS Jam/ THESE PLANS ARE AS -BUILT AND THE INFORMATION SHOWN ACCURATELY 6543 REFLECTS EXISTING FIELD CON ITIONS r Rio AS OF THIS T S.E. 304th ST. D6t1E: 3(3i 9L 440 440 3' MIN. COVER TYP. 435_ 435 EX. PROFI LE AT BACK OF WALK EX. 12" I.M. 30 i1 43 8" FORCE MAIN 2 4 25 EX. 15" S.D. 420 420 415 415 410 S.S.M.H. TYPE 111-48's 'ON 410 WITH DR)P CONNEC RIM =43.0 I.E. = 427.0. 8" FORE MAIN 405 A, FAC 004 —90 ��y,� O �'THESE PLANS ARE "APPROVED" FOR WITH THE CITY OF AUBURN CONFORMANCE ENGINEERING REOUIREMENTS jD,,�IV�ISI�ON' Approved By. ram+ Date Approved: 12-."--90 REVISED FORCEMAIN DATE: 36+00 35+00 34+00 33+00 32+00 APPROVED BY: REVISIONS NO. DESCRIPTION/DATE BY 10-22-0 R.J.B PER CITY OF AUBURN MCL PER FlE flEK IM1 DO ® PER C9 ENT REQUE5T JB PER A5-6BILT RJB ,NC. o w "fin r z ca �NoavD ti W J � o � s "F� d d ® S O O Z 0 0 Z 2 Q 3 Z - (nLL w w J Z Z / O 0 Q� CW d G C) Z O �g > W a Z W Z Z w LLJminesU Q Y o Z LL Z 0 U C9 Z Y JOB NO. 138-14-893 DWG. NAME SW-22 DESIGNED BY: A. SATO DRAWN BY: J.LATHROP CHECKED BY: K.HARRIS DATE: JULY. 1990 DATE OF PRINT SW-22 qoD 114? 24 OF 25 20 q 20 430 1 — 430 — - /_—a 425 — 425 32 —( OOI 1 420 1 — 420 — - -�-435— �- 435 — 25' OFFSET FROM 430 430 � —� — — - J 3}3I 425 — 425(5�3 00 1 00 420 1 — 420 435 — 35 L J 34 425 —I _ 425 00 010 —I— 420 — L 420 — 11 435 435 — - 30 435 — 3+5,_ I 425 — I— 425 00 I 00 420 I _420 - —440 — �- 445 20 IZ- 20 440 — �- 440 27 435 L 435 — -2+7 00 1 00 / r� 425 425 -I-440- I— 445 - 28 J 435 I 435 Z8 — o o0 _� -1-4,30— I �- AN - I A 425 — 425 — - 435 — 435 — - �^/ _ 1 C0029 430— 4A 0 00 A 425 — 425 — 20 20 4-45— �— 445_ 44— I— 4401 L221 00 l 435 —35— - -25' FROM-C— � I 430 — 430 — - 445 - I 3 440 I — 23 oot 440 —I— 435 — L- -435-- VEXISTING GROUND TYPICAL \445 — 445 — - 24 440\ I 440 00 A--435 — 435 — - PROPOSED 8" FORCE MAIN TYP. 20 20 -I— 425 — I— 425 — 1 g0174_ 420 00 415- — 415— - r— - EXISTING GROUND TYPICAL 1 -I j430 — L 430 — I� 425 lo� 425 o0 - I— 420— -425 — I 435 —435— - — 19 1 430 1+9 00 (�0 1 425 --1 — 4442-5 — - ki 20 q 20 I 395 —395— - I lI 590—_� 390 ?? 001 \ ~ 385 I 385 — - 380 — 380 — - I ' 395 1L -3-5 113 3-9-013 l0° I / — I -(: 33— ..385- 1 25' OFFSET \ ROM II 400 — 400 — - I 1 395 — I 395 0 i 00 390 — 33 — - 20 I 20 ®T,HESE PLANS ARE AS -BUILT AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD COND TIONS AS OF THIS DATE' FAC #0043-900 \` THESE PUNS ARE "APPROVED' FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION-P REQUIREMENTS Approved BY: Date Approved: f i- ZI -'To REVISED FORCEMAIN DATE: APPROVED BY: 1 EXISTING GROUND TYPICAL \ —I 435— .435 —-I-440— L �5 —-I-444Q— � �0_ — 1-I-4L0— � �0 — -I-395— � 395 — � I I /_ 3 4f30 — 444� 2 435 I — 4435 20 435 1 — 44 1} I 405 10 90 — 390 00' 00 00' 00 0 v- — I o0 00 I ✓ r o0 00� I o0 PROPOSED 18" FORCE MAIN TYP. -�' 425— L 425 — - —430— I— A35 — -I-30— 435 — _400 —400— - 3OFFSET F �j 385— - I� "I FROM �S — 25' OFFS Ef�r FROM "I PROPOSED b" FORCE MAIN TYP. y 42a —425— --I-3$0— L 3�5 — 435 — 435 — 435 — 44435 — - 44Q — -40 — - 4�0 — 440 — - 42Q — 4�9 — - 395 — 395 — - 3 430 L 430 1 480 _� 430 6 I ` 4.A" 435 435 21 1 415_ 41 1} I 39 00 1 00 0 1 I o0 09I 00 I o0 00 l� I oo 00 / I o0 - — 425 — I 1 425 — 425 — 43 — - I 45Q —I — 4 9 � — - 4M 44430 - — 44410 L -m o-- \� 3$5 � — 30 FROM tS 420 IT 420 — - I 420 — 420 — - 425 I — 425 — - 380 — 380 — - 20 (L 20 20 q 20 20 fl- 20 20 Q- 20 20 It 20 20 IZI 20 REVISIONS NC. DESCRIPTION/DATE BY ® rm uR a wlRanho-n- R.I © [r J6 1 NC. 2a 1 n`w VV o Ars &WG\ d, �HGbvD y of ,e d o� O � 00� z 0 U z Q 3 . Zcl) V) Z LD Z ~ w 0 w '^ VI 0 Q V) W w co Q cc V) Ede_ W Z � /W W W Z Vi z 0 U z Y JOB NO. 138-14-893 DWG. NAME SW-16 DESIGNED BY: A. SATO DRAWN BY: J.L.ATHROP CHECKED BY: K.HARRIS DATE: JULY, 1990 DATE OF PRINT SW-23