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HomeMy WebLinkAbout93D1234CONSTRUCTION PLANS for RAINIER SHADOWS DIV. II SANITARY SEWER AND DOMESTIC WATER SYSTEM EXTENSIONS FINK IN. R Vicinity Map vir 411 I of IC prepared for DEVELOPMENT, 12011 BEL- RED ROAD, SUITE #206 BELLEVUE, WASHINGTON 98005 (206) 454- 7777 Of WASH �J � o N Z C-SBA CjLRfC�ST ER��.0.y prepared by 34004 9th AVE. SO., BLDG. A FEDERAL WAY, WASHINGTON 98003 Phone: (206) 838-6113 CITY OF AUBURN FAC # 0009- 92 ESM JOB NO. 138-19-912 SHEET 1 OF 15 Sheet Index Sht. No.DescripllaIrI 1 COVER> 2 COMPOSITE/KEY SHEET 3-1 1 SANITARY SEWER AND WATER PLAN 12-13 SANITARY SEWER CROSS SECTIONS v. 1y nn 14 SANITARY SEWER AND WATER PLAN 15 DETAILS AND NOTES FAG 00 -94 (PHASE 11) THESE PLANS ARE 'APPROVED' FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISIONS REQUIREMENTS Approved by: 00n'"'Q Sly Date Approved: '}L}1193 FAC # 0009-92 (PHASE 1) OF /5 " S.S.M.H. #21 I �N CO =o I N14 I I I Tn III E.; S 3 M..H (RAINIER SHADDWSI S.S.M.H. /1 PF ' 41I A Portion Of The N.E. 1/4 of Section 9, Twp. 21 N., Rge. 5 E., W.M. Wu 1 — a.a.w.n. F4 LEX. S.S.M.H. N25 (RAINIER SHADOWS) �_---130th AVE. S.E. __��•.�"1L.._______ I... ___.__._.. SEE _sHT. _SW_-10 �S.S.M.H. II20 `S.S.M.H. /19 S.S.M.H. /f EX. S.S.1#I.M. /245, (RAINIER SHADOWS) TRACT DEDICATION TRACT OW ERSW A LOTS 80 & 81 B HOMEOWNERS C KING COUNTY/w/EASEMENT TO CITY D HOMEOWNERS/w/EASEMENT TO CITY E LOTS 78 & 79 F LOT 57, RS1 G LOT 58, IRS 1 X HOMEOWNERS W/EASEMENT TO CITY Y HOMEOWNERS W/EASEMENT TO CITY I SEE SHT. SW-9 FAI SCALE r - 1W DATLM K.C.Aa BJA Cit Of Aubum B.M. • 5-1 ' Railroad SP�ke In Poser Pole No. 31017 On The West Side Of 124th Ave. S.E. And Being The First Pole South Of S.E. 310th St. LEGEND. EXISTING SANITARY SEWER - -- EXISTING WATER LINE -- - EXISTING STORM DRAIN PROPOSED SANITARY SEWER PROPOSED WATER LINE PROPOSED STORM DRAIN _. • PROPOSED MANHOLE E3 WETLAND S.S.M.H. /14 S.S.M.H. /15 S.S.M.H. /16 is I S.S.M.H. #16A 3 RAIL FENCE PER WETLANDS PLANS ♦0 FAC #0006-94 (PHASE II) THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISIONS REQUIREMENTS Approved by: '04 ' S ,L Date Approved: 3f3I73 0009-92 (PHASE I) REVISIONS NO. DESCRIPTION/DATE BY �y 1EA• 4i. -64 IXPIAFS 9/10/9♦ 5� 0 0 d OD DD 0 0 � � Uo=OD V � I � GT n C Q Go 3 .0 w Q Q m N 3 u Y/ W 0 W Z W € O M Lu Lu T 11 d mm N� z Z 2 W U 0 3 Z 00 w Z Q �- W SW LLI L 2 LL1 W O W Ld I— V) Q O q W = W � o U lie LPL Z W Zz 0 0 U U Z Y JOB NO, 138-19-912 DWG. NAME RS2SW-2 DESIGNED BY: S.S. DRAWN BY: L.P. CHECKED BY: B.A.C./S. S. DATE: 1-8-93 DATE OF PRINT SW-2 2 OF 15 SHEETS q3 D /234 8 S.S.M.H. #5, TYPE 1-48"0 STA. 102+32.81, 2' LT. 14 15 wlr � i S.S.M.H. /6, TYPE I-48'0 8 STA. 101+10.50, 5.42' LT. WARhNNQ THE UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. DEPTH UNKNOWN. CALL 1-800-424-5555. A Portion Of The N.E. 1/4 Of Section 9, Twp. 21 N, Rge. 5 E-9 W.M. TYPE I-48"i TNtl 5.50' LT.12 I 10 13 INSTALL 3/4"0 DUAL WATER SERVICE PER CITY STANDARDS, (TYP.) fi0' 19' fro N 1 Qj V1 SEESP5 ') CS E• 3p6th INSTALL SIDE SEWER PER CITY OF AUBURN STDS. O S = 0.02 ft/ft, (TYPICAL) �� 8 03 d — 03 — e 2 - 8' GATE VALVE (MJxFL) 1 - 8" TEE (FLxMJxFL) 1 - CONC. BLOCKING 3/ STA. 101+90 1 - 8'x8'x6' TEE (MJxFLxFL) 1 - 6" GATE VALVE (MJxFL) 1 - FIRE HYDRANT ASS'Y. PER CITY STDS. 1 - CONC. BLOCKING NOTE: ALL SIDE SEWERS SHALL BE 6"0 PVC O S - 0.02 ft/ft (TYP.) PER CITY STDS. 'i 168 L.F., 8*0 PVC S.S. ---F104 5.5' 299 L.F., 8"0 D.I. CL. 52 W.M. VIM 32 1 - AIR AND VACUUM RELIEF J VALVE PER CITY OF AUBURN STANDARD DETAILS STA. 103+97 �i� 33 1 34 S.S.M.H. /4, TYPE 1-48"0 STA. 105+40.30, 5.5' LT. THESE PLANS ARE AS-BULT AND THE INFORMATION SH( MN ACCURATELY REFLECTS EXISTNB F LD CONDITIONS 128th PL. S.E. As �}Mj$/D�Tz" 'L-- SEE SHEET SW-7 (S.E. 305th ST.) _• Vi bo 5. aco N I n 1'=20, HORIZ. 1 - 8" TEE (FL) SCE 1'--2' VERT. —{ 3 - r GATE VALVES (MJxFL) DATIUM KC.A.& 1 - CONC. BLOCKING SM City Of Aubum B.Y. ' 5-1 ': Railroad Sptka In POWor Pout No. 31017 On TM West Side Of 124th Ave. S.E. And Being 'S Tho First POW South Of S.E. 3101h St. 9 8 g c) (n 258 L.F., 8"0 PVC S.S. 106 W 684 L.F., 8" 0 D.I. CL. 52 W.M. n b Z V) J W W 2 � 35 NEY✓ 95MF/ U ,P/M= 455 77 444,97 /E = 444 67. ,6'PY 41 346 37 STA. 105+88 1 - 8"x8"x6" TEE (MJxFLxFL) 1 - 6" GATE VALVE (MJxFL) 1 - FIRE HYDRANT ASS'Y. PER CITY STDS. 1 - CONC. BLOCKING FAC *0006-94 (PHASE 11) THESE PLANS ARE "APPROVEOr FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISIONS REQUIREMENTS L./.VP Approved by: .1..ML s.9 Date Approved: 3%9fl3 FAC# 0009-92 (PHASE 1) 444 t0 / \ - ------ -- — _-.444- _-450... / - 450 N Vi + vt � M 442_ _ .__ / .. 44 4 gN — _ I --- 1 448 -- - — NNW O J 440 All- ------ - -- ---___ 44-0- _44�.- 'W.00 446 - - O L —_— ~ AND VACUUM- N 0 N D Z VALVE QN~� � N W � 771 • S.D. 444 438 438 444 u N L I _ _ - --- — - -- - - O1 299 .F., 80 D.I. CLASS 52 M WA ER LINE 12"0 S.D. I. CL.! 52 W.M ,�. _ _.__ -._--------.... ----- ._ ___._ - - / CROSSING O 4 4F•• H"0 D. 436 O S CROSSING 44_ _ __ S.S. LINE a 442 -_�----- LINE CRO' 8 i PVC SING '• L LI WATER S-0, 1'S9 FT./Fie Q .. .S. O O .S LINE y, r' 168 L F., 80 S.S. O S 0.0043 FT / ® ~ 258 440 434 6 4 - - - _ _ - - - -- -- n + Li z - J C Ice I I 126I LF., 8"0 P FC S.S. 438 -- - - - - 432 = � E..� Fc.l 432 43 I ___- _-- -- OA9 i 5� rSEE 430 ` $ __.._-------436 430 _ - -- 1---- 0000 -- S.S.S. .M.H. 4A, E 11-48"0 S.S.M.H. 4, TYPE 1- • 434 4211 SS.M.H. 6 TYPE -48" 8 428 - l )RIM 434. • - RIM - 4 5.53 4 0 RI - 447 D2 I E = 428 D3. 8"0 (N)) © I. 439.BD, 6`0 E,W) I.E.= 43 .08., 6"0 (E [0526y. E. = 427,93, 9' (S) RIM = 44306 1 I.E. - 43970, Br0 N ALE = 43 .9b, 8'0 (SN) I.E. - 433.89. 6"0 N,(W) 116 L.F.8'0 S.S. I.E. 43�.89, TO E e ©I.E. = 43J.79 8"0 S _ - 1ZL =102+00 103+00 104+00 105+00 106+00 107+00 REVISION RO z- u _gyp_ EO DeeO a/tO/0� n < O � rn 0 m0 • 000 V)UI Csome a W=� z C < > L H 'tIw Z Wn 000 W d 119m. N� c� z Z 2 3 U Z_ CO g (_ W Q w 4n� 3 c J" 3ro/ W Q O cr W W W V) 2} Z c w F- Y Q Z W (n LL Zz O U C) z JOB NO, 138-197Y2 DWG. NAME RS2SW-3 DESIGNED BY: S.S. DRAWN BY L.P./A.G. CHECKED BY: B.A.C./S.S. DATE: 2-2-93 DATE OF PRINT SW-3 3 OF 15 SHEETS rI %Il 93D1234 S.S.M.H. %3, TYPE I-48"r STA. 107+97.01. 9.08• LT. A Portion Of The N.E. 1/4 Of Section 9, Twp. 21 N, Rpe. 5 E-, W.M. 8 7 6 I i O x}=� F01,�0 O STA. 11+26.62.27 + Pell 0 3 I ' I ,r In 25... L.F.. 8"r j - I 4 iO W _ �oa _ W V) Z w g .. J w x U) • Q m 8 1 h 709 6. a u, INSTALL SIDE SEWER 1t' e'e C SS PER CITY OF AUBURN STDS. fP \ O S = 0.02 ft/ft (TYP.) 37 G.D. /2 G.O. #I RIM 453.69 RIM = 453.33 I.E.-444.81 �� I.E.=444.97 42 SEE DETAIL ON SHT. SW-15 (TYP.) - I 43 I I 456 NOTE: ALL SIDE SEWERS SHALL BE 6-0 PVC O S = 0.02 ft/ft (TYP.) PER CITY STDS. I � i i III --.-1 INSTALL 3/4"0 DUAL — WATER SERVICE PER CITY STANDARDS, (TYP.) m 128th PL. S.E. Flsys'- S.S.M.H. #1, TYPE 1-48.0 STA. 111+35.79, 5.5' LT. 2 THESE PLANS ARE AS -BUILT AND THE N11PORNATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS A THIS RATE 2i xi SCALE1::20' HORIZ. t'-2' VERT. DATLM K-C-AA SM City Of Aubum B.N. ' 5-1 Roilrood SPA. In Poser Pale No. 31017 On The West Side Of 124th Amc S.E. And Being The First Pole South Of S.E. 310th St. STA 111+72 1 — 9•x8"xK TEE (MJXFLXFL) 1 — 8- GATE VALVE (MJxFL) t — FIRE HYDRANT ASS'Y. PER CITY STDS. 1 - CONIC. BLOCKOAG 1 SEE SHEET SW-14 ul m kiRq vk tcu,n 2eu� < 3 VAL KI 15' 7 9' w i I 3 0 0 � �,' W I r_ � w w v1 n a I I 1- 20"x20-x8- D.I. TAPPING SLEEVE (MJxMJxFL) 1 - 8• TAPPING VALVE (MJxFL) NI /11 - CONIC. BLOCKING 112 0 5' o uI A�2 AND RA¢U M/RELI I tRW 0 13, ySIt�VE ((/D I] IL,SS. AUQ M I J 'AM CAI I� to• �I 47 _FAq #0006-94 (PHASE 11) SEE SHEET THESE PUNS ARE *APPRMCr FOR WARNING: SW-14 CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DNISIONS REQUIREMENTS THE UTILITY LOCATIONS SHOWN Approved by: 1041y,-4 S+L� ARE APPROXIMATE ONLY. DEPTH Die ApprOVed: UNKNOWN. CALL 1-800-424-5555. 12"0 S.D. 454462I I n o ( -- --- -- -_.-- - - CROSSING - - __. — _.Y. _ - -. _ __ _ - .. 462 3 - WATER LINE / In �I _ _ _ __-._ z r S.D. 45 _ N . .. - L 460 452 w __ __ j - __._..-- 2 0 _ _ _....-- -----. — - _ _ ---_ / ____. -1 aI II WA ER MAIN N OF EX. 20' 0 D. . (n / CROSSING l / oo;/ -...__ S.S. LINE a ` N / r - - - 2 r s D. 450 458 / ---- - - - _ - 458_ 450 W _ / a oS LINE fi G - --- Yt -- / .. O S.S. LINE .\. G�' S2 - -._ / 1 RO S D. 12 0 S.D. \ ) bag l.F © / / (CJ:&SSSIN NE -_. - - WATTER'LINE . -.. -.. -. - ! - -. _- �p0 2� �... _-__._- 448 4 6._...._.._..rt �I 448 O1 u T --- -- —.. _. - _— - 456 N 1 A PI n ` 0 C S $ 1 Y0 S.D 8ROS5 N O - 19 CROSSING CROSSING 120 S.D 446 r .. �,.WAIER CROSSING LINE _— 446 - - WATER LINE - -- - _ _ 454_ K I VI VI S 444 -- -- -_ ---- L —444 r P - — -�- -- -� _--452 p9- . I LIJ .. � I i Z 258 LF 810 PVC S.S O S=0 013`F �'� 442 J �__. - --- -- 442 _ 1 f 450 Q S.S. M.H. j/3. TYPE 1-48"e _. - - ._-.. © ..._..___ ...- ------- - 440 �._._. - L-.... ,--_- --_. 'RE. 442.52 -8'r. (N�J-_-..-... ..------ _--_.--------......_..._.._... 440 448 RE.M. 450014 8"0 4✓3'0 --_. IMM=H460.8TYPE -48" �© 448. I.E.I. = 44242, B"r (S) I.E.=449.91, 8"♦ �S� I.E. = 4533`/. 8"0 (S) - 107+00 108+00 109+00 110+00 111+00 112+00 R CVI SIONS NO. DESCMPTION MT[ r • -AgWtkVr,-WW Elvtla a/to/M 0 <Q g m o n 000 • V) Z I U W z C 3 00 n 0 3 < < N « 01 y t Y w W Z000 W nW0- N� Z Z< U O 3 ♦♦1_^ =J z w ^ 11 w — Q w a �3 .1 O W � Q w Q w V) T W H Z li — ZZ QO U (D JOB NO. 13e-19-9112 DWG. NAME. RS25W 4 DESIGNED BY: S.S. DRAWN BY L.P./A.C. CHECKED BY: B.A.C./S.S DATE: 2-3-93 DATE OF PRINT SW-4 4 OF 116 SHEETS 90 IF WARNING: THE UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. DEPTH UNKNOWN. CALL 1-800-424-5555. SEE SHEET SW-3 13 m 14 S.S.M.H. 15 SEE SHE SW-3 450 448 446 444 442 440 A Portion Of The N.E. 1/4 Of Section 9, Twp. 21 N., Rge. 5 E., W.M. S.S.M.H. /7, TYPE 1-41 STA. 201 +97.81, 6.36' RT. I 2 — 8" TEE (MJzMJxFL) I 1 — 8" GATE VALVE (MJzFL) I 1 — CONC. BLOCKING - I I I I 1 I I I I -1 U 2 — 199 L.F.. Fj0 PVC INSTALL SIDE SEWER PER CITY OF AUBURN STDS. O S = 0.02 ft/ft (TYP.) !9 STA. ;04-1-" 1 - 8"x8"x6" TEE (MJxMJxFL) 1 - 6" GATE VALVE (MJx FL) 1 - FIRE HYDRANT ASS'Y. PER CITY STDS. 1 - CONC. BLOCKING 0. J: iz M W VI , to a o$ <+ — — — O S.S. 12"e s� CROSSI I O WATER LINE 4� 201+00 - 29 e 20 S.E. 306th PL m 351 L.F., 6"e D.I. CL. 135 L.F., e C S.S. 2 10' 203 INSTALL 3/4.0 DUAL WATER SERVICE PER CITY STANDARDS, (TYP.) 2/ II / — — .•r ■ w = 446. Z4 LE = 44Q9G1 8" 0 E) I.E. It 440.b6, 8"0 W) Im 0 203+00 1 26 2% 11' N 25 N b 1 —AIR AND VACUUM RELIEF VALVE PER CITY OF AUBURN ey STANDARD DETAILS M. �f1 — ENO CAP y _34 LF, Well PVC +E.—weE7- t — C CONC. BLOCKING on A� 24 S.S.M.H. /8 TYPE 1-48"0 STA. 203+33.53, 22 Z3 THESE PLANS ARE AS -BUILT AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS OF THIS DATA a Z•1JJ1* = YOI./D 445.99, 6"0 w. 445.64, 6"e 1':20' HORIZ. $GALE' 1'�2' VERT. DATLM K.CJL& BM City Of Auburn B.M. ' 5-1 ': Railrood Spike In Power Pole No. 31017 On The Weet Side Of 124th Ave. S.E. And Being The Ghat Pole South Of S.E. 310th St. NOTE: ALL SIDE SEWERS SHALL BE 5"0 PVC O S = 0.02 ft/ft (TYP.) PER CITY STDS. FAC 00006-94 (PHASE 11) THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISIONS REQUIREMENTS Approved by: - Qkyo ++ram S� Date Approved: 4h,? FAC # 0009-92 (PHASE 1) REVISIONS NO, DESCRIPTION/DATE BY 1 Kwm rK Lommle ■Ev. nn an IEV. 'OI CITY . ClUlDon 4 45 CONSRU � '�•,�, seoex FXPFES 9/t0/9a OO Q m i m ZO r? ■ N(0 F Z U C WNM Z) CO s� w C L a 0) 0) a o 3 W O J it W 9m o00 n a o Z_ Q 3 Z �"g w ^ Z W Q' W w � }� > O z .J 0W Lou 3 Qw W = } W < se a: Z V) F Zz O U z Z_ Y JOB NO. 138-19-912 DWG. NAME RS2SW-5 DESIGNED BY: S.S. DRAWN BY: L.P./A.G. CHECKED BY: B A.C./S.S DATE- 2-5-93 DATE OF PRINT SW-5 5 OF 15 SHEETS A Portion Of The N.E. 1/4 Of Section 9, Twp. 21 N, Rge. S E., W.M. THESE PLANS ARE AS-BMT AND THE INFORMATION S1101NN ACCURATELY REFLECTS EXISTNG FIELD CONDITIONS AS OF THI DATE, PHASE I �`�t F 1'-20' HOR12. 1'-2' VERT. PHASE II 7 DATUrt K.CJL& BM Ciitlyy OI Auburn B.N. - 5-1 -: Role SpAu In Potrer Polo No. 31017 On TM Weel Side Of 124th A". S.E. And Beiltq The First Polo South Of S.E. 310th St. D h t 1 5 N L W Lj 7 N J W W NOTE: ALL SIDE SEWERS SHALL BE 6`0 PVC O S - 0.02 ft/ft (TYP.) PER CITY SIDS. FAC 00006,PHASE 11) THESE PLANS ARE 'APPROVED' FOR CONFORMANCE WITH THE CRY OF A1BUW4 ENGINEERING DIVISIONS REQUIREMENTS Approved by: IJ11� 5 „P.L Date Approved: S)a by I I P © { ® Yt —Tt N —� REMOVE CAP i BEGIN FAC # 0009-92 (PHASE 1) 20• PLIBLic IMPROVEMENTS PHASE II a UTILITY ESMT. i \ ;e. 4 WARNING. I 'D TRACT C (King County) THE UTILITY LOCATIONS SHOWN _ S.E. 307th PL. ARE APPROXIMATE ONLY. DEPTH SEE SHEET SW-13 STAM303+85. s.s Rrtl UNKNOWN. CALL 1-800-424-5555. o sz / / 422 a� 2._ 4284 _ _ _. / 8 438 N aL O {-- J 44a — -- -- --- 448 O4-40 W / y1 420 a s 4 4_46 426 436/ 4 446 Z J : --- ---- -_ - -- -- 7- 446 --- _. 3 . 446__ _ 1 438 z 0 D � i x< 418 3 p-_-418 424 j CR sSiNc o 424 434 _— / /• AIt 434 444 CROSSIN o i N / / Z u j + S. UNE - --.. y ---- - - - - - - -- -- — W 436... / _ / N A. 416 _ _W a _ 422 -- -- JN _ 43rI — — 4 2 _ 442 __._____ --- / / CROtlSSIN O / W }Im o-- — / S.S. LIN 442 434 — — Q 4 4 AZ 414—420_.-- 430 — _ 430 111 S.D..-` 440 _...... ... 432 ° CROSSING • " _ VF"$ �, D WA ER LINE 15*0 S.D. 5 1 c Z rF� �.I CROSSING G, 412 412_ _418 --------- --- o�tio 418 428 - . __ WATER LINE -- - 43 - -- - ° O - —� 438 430_ __ . _ ._ 12'0 S D. - - 430. d , 15'0 S.D.00" A� LF ' WATER NNE SS• CROSSING O S G S.S. LINE 410 °� 1Ytl SD. ___�__ _ 410 416_-- _-- 416 42�— 436 Vt �F.. I - - �436 428 QR I I G la o 428 - N `gto j 1 O -- 00 408 408 - --_-- 414 _ 424 4 4 _. Ob + AS \ o5ti 434 426 - 2 S9o' 426 u; O Ss O S`� • • _- -41 - }�432 --- -- �°paGlss- _ __._ j Q 1 `G $°�G 406 1n 406_ 412__._ 412 422 1I6 LP, B"tl PVCS.S. 422 + r_�-_ 424 fI 42..4 (n 3 � I i SEE O IGHT® � I N-}-_.__.._...—....._ LAJ EXT NDS --n _. _......__._ _ _. -. _ -.-__ 4 0 _.,_,,., _ Z SEWER LINE HIS SHE TO S S.M.H. /9, 404 _ 404 410__ 1_-_____ 410 420 SS.M.H. 9, I-48 tl ____ S.S.M. 0. TYPE 1-48 0 J W SHOWN ON THIS SHEEP 446-99 $ 4 2L85 M.C.I a I'E3ye4.SE)460 ~_ W 422 422-- IE a0..83. a o s E 'bD1 coNS* PUN ; L _tl N.E RIM 436.96 M.IC. N E^ _ EE DETAI R M 431.( RIM 42 51 ) CONNECTI N - Bm _ _. - 40.,..a. 8'x f SHEET SW-1) I.G Q"tl W EX SS.M 26 PER R IWER SHA9�7W Fk Q ,,, 12 th S.E. 402 I.E. - 40 .88 Ir NEW 300+00 301+00 302+( 303+00 304+00 100+00 101+00 REVISIONS NO. DESCRIPTION WTE r mr1alb ol MR on LL JLL AS i- 6 p �. >rtet < M O Lj 0 at m O U ovto 3 C LLJ z3°D .� in W 3 < < 0 C t3� W W O J < W W z W n W a z N� z Z z in U 0 3 z V)g > Z Q W 2Q O J o w z OQ E o W W � W Z_ co Ix Q W 2 W li Zz O O U z JOB NO. 13819 91122 DWG. NAME RS2SW-6 DESIGNED BY: S.S. DRAWN BY: L.P./A.G. CHECKED BY: B.A.C./S.S DATE: 2-3-93 DATE OF PRINT SW—s 6 OF 15 SHEETS WAFOMG: THE UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. DEPTH UNKNOWN. CALL 1-800-424-5555. 3 • .• M.••wf�`ryj ��II1 yyyyr • Ana�. r. r, Vill 11 A Portion Of The N.E. 1/4 Of Sectlon 9, Twp. 21 N, Rge. 5 E., W.M. STA. 306+03 1 - 8"xTxT TEE (MJxWxFL) 1 - 5" GATE VALVE (MJxFL) 1 - FIRE HYDRANT ASS'Y. PER CITY STDS. 1 - CONC. BLOCKING 1 - EX. 8" ADAPTOR (MJxFL) 3 7 A 33 SEE SHEET SW-1 1 1 - EX. 8" GATE VALVE (FLxFL) 1 - EX. 8" BLIND FLANGE w/ 2 2 TEMP (PERRBNIER SHADOWS INSTALL 3/4"♦ DUAL WATER SERVICE PER CITY STANDARDS, (TYP.) © > I Uj '^ CONSTRUCTION PLANS) I ©g ? rr W i Q a02 EX. CL. 8"0 D.I. 52 W',M. — _— ................. t 79 L.F., f D.I. CL. 52 W.M. . ' 306 — 2912 L.F., 870 PVC S.S. 0 i :7 Tee EX. PVC 8'0 S.S. 5.5' _ vi I 1 -AIR AND VACUUM RELIEF �- VALVE PER CITY OF AUBURN STANDARD DETAILS �1 _� V e 8 0 1 I I INSTALL SIDE SEWER S.S.M.H. /11 PER CITY OF AUBURN STD TTT STA. 306+57.90, 5.5' RT. 444 O S = 0.02 ft/ft (TYPICAL) I 50 5 6 SEE SHEET SW-11 Ex. S.S M. H. #25 TYPE III-48"0 STA. 402+29.50, 5.5' RT. (PER RAINIER SHADOWS CONSTRUCTION PLANS) S.E. 307th PL. 142 L.F., 8"0 D.I. CL. 52 W.M. 403 — — I 0 S.S.M.H. 4, SEE SHE SW-3 SEE SHEET SW-3 CO 5.5' S.E. 305th ST. '0 a J NJ CL SEE SHEET SW-3 1'-20' HORIZ. BCALE 3$ 1•-2' YERT. DATIM K.CJ1.& SM Ci Of AuEum B.M. ' 5-1 ": R9ihrood Sgke In Porer Pole No. 31017 On The West Side Of 124th AN. S.E. ME Bsinq re) The Flrst Pole South Of S.E. 310th St. N w TRACT E W W N 34 NOTE: ALL SIDE SEWERS SHALL BE 6.0 PVC O S = 0.02 ft/ft (TYP). PER CITY STDS. THESE PLANS ARE AS -BUILT AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS OF THHL DATE r PHASE PHASE II THESE PLANS ARE "APPROVED' FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DMSIONS REOINREMENTS Approved Dy: 5.eEt Date Approved: 3J3/i3 FAC # 0009-92 (PHASE 1) FAC #0006-94 ,PHASE II) Ooi N n.nr 458 450 s$ — --- --- -- ---- --.. - -- -- 450458 _ j.. t iw a vi + N nn N m zo o o a Zn L FMO1 3 <r 456 I - 0 456 - - - . d ---- ---- - --- — -- n N --- ----- --- - - 448. _ ____- __ - __.__.._.__..__--.._._ ...._. �N I-. --- -- -. ��I N Tf 454 __ _ _ ___.____ /Al ------ -- 454 44§ -- — -- ----- - — -- _ _ _446 / N 452_ W {fi __- -------------------- --- _..---___. / __ _ 452 - -- - 444 -- -- ---- -_ 15-0 S.D. 444 --- __. __ _. _—.__-.- T— _ _ / CROSSING O S.S. LINE O / / AIR AND VACUUM -- ` O / RELIEF VAL •... ^� t 5"f S.. 450 450 442 442 -- ---- -- -- ---- -- Q 00 / LF, 8"0 PVC S. _ EX. 22G .F„ 8"m D.I. -- - - -- WATER LINE / W,M. PER SHADOWS RAINIER C'ONSTRUCTI N OM / TEMPORARY CAP NS \, 448 z 448 440 2 W.M. 17_ S_-(Ni- ---- --- - ---- 440- - ----- — -`-- - -- - --- 42 L F --- _ SEE HEET SW-3 _S - ---- 2 ~ a / I.E. 447.19 47A $♦ '.... ;0 ICzB F, 8"0 PV S.S. (S) / I 446 438 55 O SEE HEET SW-3 438 446 W - �r — J / ® o Ir El _ (� ' v* S S 1125 C.F.. 42 3 t� I PER I E° ADI"N CONSTRJ TIGI4 PLANS I - 444-. �-% �04(. w 5• s 436_ -_.- --._... _----- I -- -.TUB ----TRACT _._L --_- -_--- _-- S. s. M.H. 41 TYPE 1 -4 0_._..___. ---_._._.—..-------- --,------ ------- -------__ 436-- __ _- -. -.. - -_ -__�.. -_ +- �d _...._._... I -- - ---._._.__ CONNECT TO AND NOTIFY EXIST. STUB NGINEER OF CONTRACTOR Y DISCREPA TO FIELD VE Y PRIOR TO IFY ONSTRUCTIO RIM - 44563 - ®1268 F.. ` I.E. = 439.08, 8"0 S I.E. = 438.98, 8"0 442 -- -- -- --- - _ S.S.M.H. 1 T � � 1 442 434 - - _._.__.- — Ex. .S M.H. 25 PE Iu-a 'm ____ 434 .. 453.57*� PER RAINIER SHA OWS CONST UCTION PLA S 446.12 M.C. R:M = 442.84 -.E. 435-89, (E & W)111D-CHANNEI. I I 440432 7 305+00 306+00 402+00 403+00 404+00 reeEvlslof"Is Mo. r 42-3-W q ER OPNNNt •/to/" n < °o 4 OD � rn 0 m o In • O O N 2 n C i3NO •� y W < < 10 0 C S y 3 u `J m W< O O nl'D- 0 gm N� C9 Z Z3 U 0 Z w leee CL Z W 0 w a �3 O z 0� W Q Q W 3 W Q IeffieNZ W Q Y : Ed11lliiii Z Z O O U C7 Z JOB NO. 13e-19-9112 DWG. NAME RS2SW-7 DESIGNED BY: S.S. DRAWN BY L.P./A.G. CHECKED BY. B.A.C./S.S. DATE: 2-3-93 DATE OF PRINT SW-7 7 OF ' N5 SHEETS PI' 'i II 93DIz3-$ WARN94M THE UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. DEPTH UNKNOWN. CALL 1-800-424-5555. �K�: 1'-20' HORIZ. 1'-2' VERT. DATLM K-C," BM %q Of Aubum B.M. ' 5-1 ': Railroad SPM� In Pawr Pole No. 31017 On The Wet Side Of 12481 M. S.E. And SON The FNet Pole 5o" Of S.E. 310tn St. C3 J 5 o ° o ° ° S.S.M.H. /18, TYPE 1-48'O \ SEE SHEET SW-13 \ \ SEE SHEET SW-12 THESE PLANS ARE AS -BUILT AND THE A Portion Of The Nr=. 1/4 Of Section 9, Twp. 21 R, Rge. 6 F, W.M. INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIE ITIONS AS OF THIS DATE: IIvAlt / TYPE I-48"f S.S.M.H. ��., PHASE II 1 / I I STA 502+59.00, 5.5' RT. 1 1 / 1 \ 1 1 1- 6' D 1 1 1- BLOW -OFF ASSEMBLY 1 - CO . BL CKING \ PER CITY OF AUBURN \ STANDARD DETAILS. 1 1 5' B.S.B.L• PER /NG CO. PROPERTY LINE 01 16 111111IMM /7 9 440 L 3/4'O DUAL WATER SERVICE PER CITY STANDARDS, (TYP.) 273 L.F., 6'0 D.I. CL. 52 W. 41 501 8'f-WC-S.1�-. . 6e PVC S.S. ab-l.F. 6'4 PVC 5.5\ INSTALL SIDE SEWER I PER CITY OF AUBURN SIDS. O S = 0.02 ft/ft (TYP.)I I A S.S.M.H. /13, TYPE 1-48"O STA. 500+64.22, 5' RT. FA %9 S.E. 308th PL. 0 B'e PvC S.S. �r5.5' STA 1 - 8'x6'x6' (MJxM. 6" GATE VAl (MJxI 1 FIRE H ASSY. PER CITY STD . 1x6" REDUCE (MJ) 1 - ONC. BLOCKIN 7 1 - AIR AND VACUUM RELIEF VALVE PER CITY OF AUBURN STANDARD DETAILS SEE SHEET S 11 81 L.F.,-'8'0 D.I. CL 52 W.M. 503....,_____ ® 7 —3 L FENCE PER WETLANDS Q WETLANDS �.••�, AREA.... NOTE: ALL SIDE SEWERS SHALL BE 6'0 PVC O S = 0.02 ft/ft (TYP.) PER CITY SIDS. 0) Ld O ro © I SEE SHEET SW-11 FA C ,PO06-9�(PHASE 11) THESE PLANS ARE 'APPROVED' FOR CONFORMANCE WITH THE CRY OF AUBURN ENGINEERING DIVISIONS REQUIREMENTS Approved by: j3Ar vvi -s Date Approved: 3&Z57 FAC # 0009-92 (PHASE 1) z — — 418_ 418 426 ----- ._ _ -- 426 436 t - _w / - ____ 436 442 44 / AIR AND RE RELIEF V _VEVE 416 416 - 001�i-- -- ---- ._ . -- --- 424 434 — -- - _434 440-- -- 440 _z S 2 W.M. e�- 1 O S.D. -`6%'� / F g� D.I. CU`''` 11 CIR) SING 414__ 414. _22 _ --- - -- - -..._. ---- 422 43 / 1 - - - S.S. SLINE o "' - 432 - 8` 438 z_ 1 Ye S.D. vF ., � CROSSING O LI W WATER LIN ) Q( 412_ -- 412 4_20 — -- - - ---- 43Q 436 = - - 436 zr 0_4� ?�.I © j Q,c s O w t0 S• to 410- - 410 418 0 5 0# 418 42$ CRossING _. ---- '9a�f --- -428 - - -- - 434_. 150 L.F.- ___. _.55 t.. - -,. ---12" O S.D .S. LINE -- 6'0 D.I. $e CROSSI O SS (N) 1 6 �"F 1 WATER U E SW-13 408- 408 41 - 416 426- }-- -- — -- ---- 4 6 432 -- -. 432fla:- ' I I I I 406 - S �D.L 406. 414. -- - --- -- --- - -} _- J 414 424 - + — -- -._.__ 424 -- - -430 SEE SHT. Q e _— 1_--.—._.-.....+ .-------- --.... { -_- -- -- © 13 TYPE -48'f .-.-.-._ - -_, 42 _ 428--- SS.M_H. 1 �i _ to IM - 12 404 Slc� .S.M_H 18 ® 412 412 42.2 S.S.M=H. __ 2 TYPE I- • -___ _ rN 4 8 + -__--- f RIM 43 .68 RIM - 44/. / cn p II..E. , (E DROP)4/2.+16 1 I.E. '423B8 lC. LE. - 432.24 M.C. Xo ^< - 40334 AfC. z N« cd lri N426 500+00 501+00 502+00 503+00 REVISIONS n0. OESCeMR10N R eY Per rvx�ac". ro- ff AR 4 f'PO6 W1e/n n O 01 m O 00 A) ID U V) ? � 1 C� �300 W <<� ✓ 3 u /w) 0) J Y IJ z W Wa g EM N�_ z Z I 3 U 0 zIiiiiiiiing III: �a. w p W a c 3 O o Q O w W W } co w F- Y a: Z Z W LL Zz Q O O C7 z Y JOB NO. 138-19-912 DWG. NAME RS2SW-8 DESIGNED BY: S.S. DRAWN BY: L.P./A.G. CHECKED BY: eAC./S.S DATE: 2-3-03 DATE OF PRINT SW-8 8 OF 16 SHEETS PF Atli 93D/z34 A Portion Of The N.E. 1/4 Of Section 9, Twp. 21 N., Rge. 5 E-, W.M. STA. 602+65 1 — 8'x8'x6" TEE (MJxMJxFL) SEE SfE(MxFL) SHEET SHED CN. 1 - FIRE�HYDRANTEASSJY. PER CITY STDS. SW-10 1 — 8" END CAP 1 — CONC. BLOCKING 1 — BLOW —OFF ASSEMBLY — PER CITY OF AUBURN STANDARD DETAILS. 24 -29-LF, BY PVC S.S. a4-E4L, Oro PVC S.S.- 25 2E SEE SHEET SW-10 li i I II II I r l l II I I III I II I I II II I I II , JUMATCH ALINE ISTA. 701 +60.00 SCALE1"-20' HOR12. r-2' VERT. DArJl6t KCAA SM City Of AuburnB.N. ' S-I Railroad Sake In Poe Pole No. 31017 On The Wag Side Of 124th Ave. S.E. And Being The Flnl Pole South Of S.E. 310th St. 1 - AIR AND VACUUM RELIEF VALVE PER CITY OF AUBURN STANDARD DETAILS Qf O S = 0.02 ft/ft (TYP.) d L10. © T' ® w 1 1 — 12"x12"x8" TEE (FLxWxFL) b 'r' 1 1 — 12" GATE VALVE (MJxFL) S.S. ESM'T. � 1 — 8' GATE VALVE (MJxFL) 32 W' 1 - CONC. BLOCKING S.S.M.H. #16, TYPE I-48"0 Z9 3p .3/ a NI1 PAC` 0006-94 (PHASE I I) 27 LOCATION AS SHOWN f UJ NOTE: LL I >'1 ALL SIDE SEWERS SHALL BE 6"0 PVC ZB Jo Q O S = 0.02 ft/ft (TYP.) PER CITY STDS. n t S.S.M.H. #15, TYPE-48'0 S.S.M.H. /14, TYPE I-48'0 �I THESE PLANS ARE -APPROVED' FOR STA. 601+93.5T E 1- RT. STA..H. #14.4T E 10- RT. O' CONFORMANCE WITH THE CfTY OF AUBURN THESE PLANS ARE AS -BUILT AND THE 0) ENGINEERING DMSIONS REOUNIIEMEHIS WARNING: INFORMATION SHOWN ACCURATELY 1 - 12"0 END CAP I T Approved by: L7tiNy 5.1�� REFLECTS EXISTING FIELD ONDITIONS THE UTILITY LOCATIONS SHOWN AS OF THIS DATE: 1 - CONC. BLOCKING Date Approved: I'"lO wApproved:3�3�99 ARE APPROXIMATE ONLY. DEPTH PHA 1 S.E. 309th PL. SE UNKNOWN. CALLA 1-800-424-5555. FAC # 0009-92 (PHASE I) 1 O / / yy�t t 422 ml / 422 426 l- — - 1 — 426 432 - -- -- 432 .434 ..--- -- D 434 j L n I '^ / a / ^ W 00 e- 420 j 1 / / 424 _424 430 -- - - - - — 430 432 o r — _ _— -N 432 xd fn U � 1 418 CULAr 418 422 1 L I 422 _ 428 j / { iv tI AI AN 428 4301 r 5 -- — _. / I - 444�- v/ / a RELIEF a / W w a VALVE / / N 416 420 420 426 428 428 41.6 —4�6 _0. 1 S� LINE G5 52. 1- _. -_. __ : / _... _. _. _.... T-_-.. _.Z.. -. t LLJ SSINGS WATER k S.SO. 1 5$ D> _ / z ATS.D. CROSSING O 1j110 414 414 418 S 424 7 424 4f007 /426 ION- 9 416 2 416 M O I---r----------._ ._____._•O aft- � � 9 12"e S D , I 422 424 � 424 412 \ 0. SO e 0 3 _ I wnosslNc `r/� N�©` F.' 'ao 0 bi I I I 9 5 © 1.. S. CROSSING LINE O 5. .@ 5' 0 �5 I O S 12 0 S.D. S w'i ( f,,_$ ?'IC, 410 414 414-- fr . 420 422 -- ^ 422_ 410 -- 51VL1 T / 485E Q U-----'"----- - 1A 96"0 DETENTION PIPE TOP OF PIPE=4..... 3.12E 4- 422.0.9 MC LLJ 408 I 408 412 I 412 �_. D, - 418 420 __ Z 420 _. � S.SJM..H. 46, TYPE 1-46"0 96"0 DETENTION PIP -_ _ _ - _.... --__ —_ -_ _�--.—_.—_ - OD 407..93 M.C. N J _��__�' �5, TYPE I-4 0 ® OD -+.t--mooR S.S.M.H. 1 PVC S.S.; O - --i �-.. 406 S FT./Fr. € 406 410 RIM = 42d2G 410 416 S.M.H. 14 TYPE 1-48 ®+� ?130th AVE. $.E. I-- 416 418 418__ --. _... j... -— S S M H 16A, TYPE; 480 _ 1M=....... '�p%loJ RIM S 4/735 .E. = 4/985 IW6 X Q< �—__-_. .--._.-.. . ....... _.-...__..... , F L 12'e S.D. I E. - i++8-98r-6=0-Wj- 4076 M�.1 NM CROSSING O - 1 S.S. LINE 4 414 141641 6 1 600+00 601+00 602+00 603+00 700+00 701+00 REVISIONS NO. DESCRIPTION DATE BY .•,�,csasx onwEs e�lo/fw < 0 O � 0 rn 000� O x V) ULa (o C '30, < Ic w < N 3 u OI as J w z W n LL (L z N8 8 z Z 2 a e O 3 ♦^ g =! w ^ Z w Q w w a �3 O 0 Q O W Q W Q W a: Z SEES ZLL QU _J rL�i U C� JOB NO. 138-19-9112 DWG. NAME RS2SW-9 DESIGNED BY: S.S. DRAWN BY: L.P./A.G. CHECKED BY: B.A.C./S.S DATE 2-3-93 DATE OF PRINT SW-9 9 OF 15 SHEETS PF 4 11 93D /239 A Portion Of The N.E. 1/4 Of Section 9, Twp. 21 N., Rge. 5 E", W.M. 109 0 1 C.O. #5 6 / SEE DETAIL SHT. SW-151 © YVETLAND - AREA / / 1'.20' HMZ. SCALE 1--2' VERT. SEE -73- L.F., 6"0 SIDE SEWER HEFT "-INSTALL SIDE ® PER CITY OF O S = 0.02 SEWER AUBURN STDS. ft/ft (TYP.) 3 RAIL FENCE PER WETLANDS PLAN 8 / DATUPA K.CJM City O/ Aubum B.M. ' S—I ': RoilrooO W� SNe Of 12wner 4tth A". 31017 E 1 � Being The First Pole South Of S.E. 310tn St, - - - - - - - - - - 48, 10' S.S. ESM'T. 2/ 20 TRACT D (Homeowners) SEE SHEET SW-8 (S.E. 308th PQ ' o INSTALL 3/4"0 DUAL i 0 WATER SERVICE PER 8' Q 0 CITY STANDARDS (TYP.) 0 co ® I O I + 0) 03� THESE PLANS ARE AS -BUILT AND THE In 246 L.F., 12"e D.I. CL. 52 W.M.wM. Q INFORMATION SHOWN ACCURATELY 416 L.F. 12"0 D.I. CL. 52 W.M. N W REFLECTS EXISTING FIELD NDITIONS Q Q 05 706 = AS OF THIS DATE: - 704 — — — — _ -- Z N IMF = 702 — — — —70 �— — --T =— -- — PHASE 'I W (n -- -- J W - -- - - N w N v FAC #0006-94 (PHASE II) = Q U TEMP. 10' CONSTRUCTION ESMT. PROPERTY LINE 1 - 12"x12"x6" TEE (MJxFLxFL) 1 - AIR AND VACUUM RELIEF NOTE: 1 - 12" GATE VALVE (MJzFL) VALVE PER CITY OF AUBURN 1 - Er GATE VALVE (MJxFL) STANDARD DETAILS ALL SIDE SEWERS SHALL BE 6"0 PVC 1 - CONC. BLOCKING O S = 0.02 ft/ft (TYP.) PER CITY STDS. 130th AVE" S.E. 432 Lv. to C1p5`� 52 N M' i O 430 CID4,fi \ j + 428 I I I I I 426 �_ - - i-. LLI J ' I W ARNVC.': THE UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. DEPTH UNKNOWN. CALL 1-800-424-5555. V) En W THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CRY OF AUBURN ENGINEERING DMSIONS REQUIREMENTS Approved by: Date Approved:/97 444 J I I 424 424 436 436 422 434. I I g #37 - - SEE RAIN•ER SHADCA - _ 1111 A':C TCR+1 P-V5,.. r 4 702+00 703+00 704+00 705+00 706+00 R EV1310N3 No n TL s �p14` a aPevo; 9/101 n °O < ID 9° mod • ■ U& (~7 V) Z n Cm t W=go z 9 <iu. Y w Z W g nLLa 19H No Z Z I. O3 Z g a Z w 0 x a cl)3 O o w Q w �w � OW = �' w } W Y W 11lliiia 7 f_ Z. 0 O U Z Y JOB NO. 138-19-912 DWG. NAME RS2SW-10 DESIGNED BY. S.S: DRAWN BY: L.P./A.G. CHECKED BY. B.A.C./S.S DATE: 2-3-93 DATE OF PRINT SW-10 10 OF + 5 SHEETS r ` 1 `ill _% 95 D 1254 0 0 0 UJ + 0 0 ,3^^ V/ L1J LLJ = ZN J LJ = LLI N U Q 1456 N Ld Z _J G SEE SHEET SW-7 (S.E. 307th PQ 1 1 + Tvi A i 10, + 10 N 246 L.F., 12"0 D.I. CL. 52 W.M701 INSTALL 8"0 PVC S.S. STUB & CAP S.S.M.H. /11• TYPE 1-48"0 STA. 707+85.03. ON 1 - 12"x8' CROSS (ALL FL) 1 - FLxMJ ADAPTER 1 - 12" GATE VALVE (MJxFL) 2 - 8' GATE VALVE (MJxFL) 1 - CONIC. BLOCKING A Portion Of The N.E. 1/4 Of Section 9, Twp. 21 N., Rge. 5 E., W.M. 33 23 415 L.F., 12"0 D.I. CL 52 W.M. 709 710 _ � PROPERTY LINE `1 — AIR AND VACUUM RELIEF VALVE PER CITY OF AUBURN STANDARD DETAILS THESE PLANS ARE AS -BUILT AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FI CONDITIONS AS OF THI DATE: II10A 130th AVE. S.E. PHASE 11 l J i 0. r � � O I + n /� to o O 41 1 =off i i i i i I 8 L.F., 870 PVC S.S. S E SHEET -7 UB AND 1 LF t • 0.01 FT I I 1AI S.S.M.1. #11. TYPES' 1-48'0 _A� RIM = 14sa5J. 57 - -- I.E. = 1116.e6Fg++(W} 446• M.C. 454_ i i In 24 ., .,.,.JSTRUCTION EASEMENT 25 WARNING: THE UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. DEPTH UNKNOWN. CALL 1-800-424-5555. SCALE: 1'-20' HORIZ. 1'�2' VERT, DATL%k K.C.". B19L City Of Auburn B.M. ' 5-1 ': Roilrood Spike In Power Pole No. 31017 On The Wart Side Of 1241h Ave. S.E. And Being The First Pole South Of S.E. 310th St. 24 712 09 1 - AIR AND VACUUM RELIEF J /� 1 - 1Y END CAP VALVE PER CITY OF AUBURN 1 - CONIC. BLOCKING STANDARD DETAILS 1 - 12' GATE VALVE (MJ) FAC #0006-94 (PHASE II) in THESE PLANS ARE "APPROVED' FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISIONS REQUIREMENTS Approved by: Dote Approved: 1•%3/93 FAC # 0009-92(PHASE 1) i RELIEF W vi t s 466 1 462 1 1 707+00 708+00 709+00 710+00 711+00 712+00 1 REVISIONS No. IXSCMPT,p1 PATE Br 4, G� .x Od•IRES Y/,e/9a � <0 n 00 0 m oz rr) U O 0 Z C WNr) D3OD z .� w Q Q 0 C L304 W O W Z WO M O 0 = Li d 9H N0 0 z Za O3 Z w ^ LL — Q w TW G Q a0 � 3 J Q > Oth Q Q W W � W T .L r W F- Z � � W � Z z 0 O U C9 z Y JOB NO. 13e-19-912 DWG. NAME RS2SW-11 DESIGNED BY: S.S. DRAWN BY: L.P. CHECKED BY: B.A.C./S.S. DATE: 2-3-93 DATE OF PRINT SW_11 11 Cr 15 SHEETS 93n12a4 W ARI INQ THE UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. DEPTH UNKNOWN CALL 1 800 424 5555 A Portion Of The N.E. 1/4 Of Section 9, Twp. 21 K, Rge. 5 E., W.M. • S.S.M.H. /17. TYPE 1-48"0 f ei' SQLYARD TRACT -D" (TYP. 0 SEE SHEET SW-8 '�. t o0d �20' PUBLIC TILITY I - I 0 0 8a & SEWER EMENT I I O � .. 50 kF, 24' CA$IN0 ! I o oO� 0 12' GRAVEL ACCESS .-SEE SHEET SW115 i �I O. FOR DETAIL PROPERTY LINE O - I / - BOLLARDS PER DETAIL..... 551 �,� y- .��� o°00 D SHEET 15 r /4 1 .d 3 L FENCE PER ETLANJDS PUN be p ...... ... � PROPERTY LINE 0 12' PAVED ACCESS \_ BOLLARDS PER DETAIL - SHEET 15 i � � ,/ ,� '• '�•. ACCESS j ,w" WETLAND AREA 0 �O k 1'-20' HOPoZ. SALE 2' YFRT. DATLM K.C.A.& BM City of Auburn B.M. "5-1': Railroad eP.ke in Po Pole /31017 On The West Side Of 124th Are. S.E. And Being The Firet Pole South of S.E. 310th St. I 27 THESE PLANS ARE AS -BUILT AND THE 4 / INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD NDITIONS / $• AS OF THIS ATE: -Vf I b ° TRACT 3 RAIL FENCE PER WETLANDS PUN PHASE II_ 3 " o / F /Eas ent tod City) Z 7 ' FA #0006-94 (PHASE 11) .... L- THESE PLANS ARE 'APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN En 20' PUBLIC UTILITIES & SEWER ESM'T. Z4 ENGINEERING DMSIONS REQUIREMENTS 2 I)Aor,...:.5_2Q w Approved by: W Dote Approved: ;423ls3 N S.S.M.H. /18, TYPE 1-48'O S.S.M.H. /16A, TYPE 1-48"0 S.S.M.H. /16, TYPE 1-48"O SEE SHEET 9 SEE SHEET 9 FAC # 0009-92 (PHASE 1) 420 _ vE ✓ � \ I i 418 _ \ EXIST. GRA E O CE PIP 416 - ,� i --- - - ------ ---------- --� - - _-a _. .K— ----------- ..__ -- ----- \ j \ 1' MIN. 414 I o0 \ d I. �p � 412 o ° �o -}II j �._.......____._._ _._.._-___ ._..--- _ _� - _ - ... .1 =_t.. % 00 O o . 8 MIL WSOU EN BARRIER 12" QUARRY SPALLS 20'. 20 NOTE: - N PURPOSE OF VISQUEEN BAPRIER IS TO PREVENT SURFACE .' 410 BACKFILL OMPACTED _ M SWALE TOE R SANRARY SEWER TRENCH f _ -_,_.____-- -_ _-_.__ __.-MATERIAL I 40}G.__'_ 256 LF, 810 I PVC S.S. - '�, - 50 LF, 24� CASING 1' MIN. ,.I pp5'4 PER DETAIL ON SHT. 15 as FT. FT. H 408 _ LF 8"0 PVC S.S. OI S = --_-. -. -.-- - ._.... _... _....._.._ - _... -_.. 157 LF, To PVC S O S=0.y05 FT./FT Q S 9 FT./FT. Q z,270 � L�F 8"e CUS 52 D.I. S. . O 406 I i _.-- ---- -----j� -I — __ - S.S.M.H. 1 TYPE 1— 8'0-- ®--.S.S.M.H.._ i6A, TYPE I 48"e S.S.M.H. 18 TYPE I 8"0 RIM = 4/5.2 RIM—i4.6.85 4/ -3 RIM = i5761 I.E. 4A5.94 MC.I.E.496bFE} 40763 MC. I.E. 403.34 MG. + - fF 4 ( I 0.00 /® _I 93D12s4 REVISION N0.1 DE MPTION DATE err MLL LAL 5 is-2r ovRs a/1o/w M O C1 0 4 00 m O V 0 0 0 C w ' � y n ; °° •eet• tJZ < I --I < N 5 4 d I W W gEDa O N0 z ZV) x e Q Z Z w Z g a a 0 w W W O W � 0 } � W = 2 W a: ZNOUN U.W ZZ 0 O U (7 z JOB NO, 138-19-911 DWG. NAME RS2SW-12 DESIGNED BY: S.S. DRAWN By E.R./A.G. CHECKED BY: B.A.C. DATE: 1-8-93 DATE OF PRINT SW-12 �l� K� OF 'Z SHEETS c EX. S.S.M. H. RAINIER SH/ A Portion Of The N.E. 1/4 Of Section 9, Twp. 21 N, Rge. 5 E., W.M. SEE /SHEET SW-6 J / / i IMPROVE,NEPN1776 PHASE II TRACT C (King County) 1'.. SS.M.H. /20, TYPE I- '0 � O 20' PUBLIC UTILITY ESM'T. S.S. \ WARWG: THE UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. DEPTH UNKNOWN. CALL 1 -800-424-5555. 424 i Q 414 } , 1 I � I � � I 412 0 0 u I rn I I O 410 O, I 0 N N 408 406 156 LF, 18"f1 PVC S. - O S = b.D6f=D Fi./ EXISTING. B'e S.S. 1 404 i _L 15' J S.S.M.H. /19, TYPE 1-48"0 .-._._ I.._. ------- 0 006 QI I 1 1 7 FT./�FT. © 208 LF,80 LASS 52 D I� S S O S � - l -. -_ t FII ,.. (N 38. SSMgn -48"0 RIM 422. 16 5O) J•lSp I LE = 40Z.d ( 8" W S)) E ® E -, 403.20.T (( Af19 I _ AC' -4 P' "h I LE. = 403.10. (N7 Ln Z 20' .PUBLIC riJ o� 1•_20' HORIZ. �u c• 1"-2' VERT. DATILRA KC.A.8. ELM Cityy of AuburnB.M. '5-1": Raikood ePNu in P~ Pole #31017 On The Wnt Side Of 124th Ave. S.E. And Being The First Pole Swath of S.E. 310th St. THESE PLANS ARE AS-BU1LT AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS OF THIS, AAT1:1 D# - 6 �� �?.ao o ......._. r y o o o --- _......._ 'APPROVED' 1 - eo �o,o O 0 � - . ,. /' �r� ,� SS STUB FDi?p Il 12' GRAVEL 55� 4 ACCESS -...-_ - --._�' � THESE PLANS ARE FOR CONFORMANCE WRH THE CRY OF AUBURN 000 $ ° °O B„�)� MAINTENANCE , "20 ENGINEERING DMISIONS REQUIREMENTS O o � a B LF, 18-0 CULVERT ROAD Approved by: � ,o I.E. - 411.0 --_-_ © 8 ° _ Date Approved: 3%S3 ,- ,. a,;- � o _ 0 4 INSTALL SPLASH PAD. RIPRAP TO S.S.M.H. %18; "TYPE I- o BE REASONABLY WELL GRADED WITH ROCK o ° 00 GRADATION AS. TOLLOWS '- 0 2 e7J ____.-- MAX. STONE 5Tm-z;`- (NOMINAL DIAMETER) - FAC # 0009-92 (PHASE I ) 'AV G MEDIAN STONE SIZE 16" - MIN. STONE SIZE 4" FAC 00006-94 (PHASE 11) GRAVEL HAMMER -HEAD TURN -AROUND / GRAVEL MAINTENAN E ROAD / j SV00 O° / / l o 8 o I� 256 LF, \ / (DROP N.._ N 1 fril S.D. CULVE O S = 7. [ (FOR l CONIEYANCE OF 100 YEAR PON) OVERFLOW) OFLL=15.58 FS(18' CM 0 1 0 YEAR POND OVERFLOW 6.79 CFS is --BAC(FILL -. _-_._.-._ _...._... W/SUIT LE NATIVE MA RIAL COMP TED TO 95 8 M L VISOUEEN RIER Q NO : SE....OF-VIS 75-7Q 270 11 PREVENT SURFAC WATER FROM SWALE 2914 LI EN RING THE ITARY SEWER (TRENCH. 1 10, 10, 1' M N. 65 LF, 8"o PVC S.S. O = 0.005 ./FT. QQ I18, li SS STUB ✓/V17% Ff/ jI S.S.M.H. TYPE I .M.-HTM48"N -- 1 RIM = 4 0 2 f 4/5 11 IM I.E. (E- Df 1 E.404.6, �SE) Q �N) 1... i4Efi 1 -_ - 404. Ql Ell S 8"0 CLASS 152 D.I. s.s. io s=:b-iiii FT./FTA 4/Z 90 4067 341 M.0 424 1 416_ 1 414_-1 REVISIONS NO. DESCRIPTION DATE •1' JLL AS -9 ER Millet E1aEa ./,o/w < M O t, 01 7 O m O • O Vf U ? o I t, W = Z ell w < < 0 Jc y � 3 u W a9W O J W Z W! nWa Z N6 z Z� E0 3 05 `w 1 Z I UJ Og Z 2 IL (L 0 W cr W 3 w 0V) LLJ Q Q } Q W z W U) Y a: 2 LIJ U. Ilii W Z Z 0 U Z Y JOB NO. 138-19-912 DWG, NAME RS2SW-13 DESIGNED BY: S.S. DRAWN BY: E.R./A.G. CHECKED BY. B.A.C. DATE: 2-5-93 DATE OF PRINT SW-13 I� 13 OF ' 5 SHEETS PF 91I 93 D I23q. A Portion Of The N.E. 1/4 Of Section 9, Twp. 21 N., Rge. 5 E., WM• n S.S.MIH. #21, TYPE 1-48"0 STA. 816+60.D0, 5.5' RT. SCALE: 1::20' HORIZ. 1'•5' VERT. DATLM K"C A.B. BIM czry 0/ Aubum B.M. ' 5—I ': Ro**od STA. 615+49, 13' LT. Sp9u In Poser Pole No. 31017 On The Wee side O/ 124th Ave. S.E. And Be[" EY._ S.S.M.H. 24, TYPE III-48"0 CONNECT TO EXIST. 20" D.I. WM 1 - AIR VACUUM RELIEF VALVE The First Pole South Of S.E. 310th St. SEE RAINIER SHADOWS W/WET TAP PER CITY OF AUBURN PER CITY OF AUBURN STANDARD CONSTRUCTION PLANS STA. 61.3+15.50, 5-5' RT, DETAIL. PROVIDE CONC. BLOCKING DETAILS. Ex. R/w EX. 20" D.I. W.M_ 9 LF., 8"0 PVC , S.S.w/ END CAP617 _ _ 614 _ — 615 _ _ 616 _ EX. —613 L.F., _ 346 L.F. 8"0 PVC 8''9 PV PVC 5_S. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ _ EX. GAS — — — — — — 8 SE SHEET SW-4 TRACT B (Homeowners) 1 47 THESE PLANS ARE "APPROVED" FOR STA. 111+72 CONFORMANCE WITH THE CITY OF AUBURN 1 - 8"x Tx 6" TEE (MJ x MJ x FI) ENGINEERING DIVISIONS REQUIREMENTS �L ��• �� WARNING: 1 - 6" GATE 1 - FIRE HYDRANT VALVE (MJ x FI) ASSY. PER CITY STDS. Approved by: 1 - CONC. BLOCKING THESE PLANS ARE AS -BUILT AND THE Date Approved: ? /93 THE UTILITY LOCATIONS SHOWN INFORMATION SHOWN ACCURATELY ARE APPROXIMATE ONLY. DEPTH FIELD Txm UNKNOWN. CALL 1-800-424-5555. SE304th ST S.E. . ns� +isDEXIISTING i . FAC # 0009-92 (PHASE 1) FAC 00006-94 (PHASE II) 47 ~ - 470 +N N xi d< ^ 465 EXISTING GRADE • Q ' 460 -- --- -- 460 IrO -- WATERLINE CROSSING 455 - - -- ____._— 9 _LF. TO PVC S.S.-- ---- -- -- -- 45 o s=o.o — 5=0.030 w/ 8" END CAP I L.F. 0 PVC S.S. p 346 450 450 ____. 445 EX 8"0 PER RA PVC I R_SHADO S S - 445 —_ CONSTR. PLANS - 440 �. 440 - 435 — ---- -- ---. —_ 43 430 E' S.SW.H. 24, TYPE IV 48"0 --- -- ----- -- S.S.M.H 21, TYPE I — 8 —_ -------- ------. _.___._..— _—....... 430- - .____..._.-.—, S E R.RAINIERR HADCU+^'S �; STR. FL4nS _...__._._— _. � - _..__.--__ ---.-- ------ --- ------ ------ ------ ------- RIM = 4 980 Pro RM = 453-13 I.E. = 4 6.88, 870 !, = 446.35, 8 2 (E; ( I LE. - 4 6.78, 8"0 I. . = 446.35 a"x (W) A4 4 613+00 614+00 615+00 616+00 617+00 REVISIONS NO. DESCRIPTION MTE I BY 1 I 4 5R �N�`� `� eMy,�4•• ptPNf.S 9/10/94 M a o eo Q m 7f 0] Z n • V) Z U W N z3m 00 to C z aaC4 L rn J Z v, W W Q W 00a z N0 0 z ZQ 2 03 Z a > Z W cW G Q 0. � 3 O J o Q /QCr O Q W W � W LLI V/ Q ~ W � Z � W LL Zz 0 O U O z Y JOB NO. 138-19-912 DWG. NAME RS2Sw-14 DESIGNED BY: S.S. DRAWN BY: L.P. CHECKED BY: B.A.C./S.S DATE: 2-5-93 DATE OF PRINT SW-14 14 OF 15 SHEETS 93 D 12.34 BEARING AREA CONCRETE BLOCK T NOTIM THRUST 1. BLOCK HEIGHT SHALL BE EQUAL OR LESS TI MI ONE HALF OF TOTAL DEPTH _7r FROM GROUND SURFACE TO BLOC( BASE. _T 2. BLOC( SIZE BASED ON 225 PSI TEST PRESSURE. II SIZE OF PIPE USED TO DETERMINE SIZE OF THRUST BLOCK I -III -I IIIII Ir (NIC125) TEES At PIPE ENDS 1000 PSF SOIL KARIIIG STRENGTH! 1.2.3 1.0 1.0 4 4.0 1.1 +.O 8.4 9.0 4.9 2.5 1.2 it. 1 8. 4.5 2.3 1 3.0.9 1 .4 • 19. 10.0 14 .5 • 13.6 16 45.2 . .0 • 34.6 • 17.7 8.9 2500 PSF SOIL DEMONS STRENGTH 1.0 1.0 1.0 1.0 1. 4 1.1 1.6 1. 1.0 1. 5 2.6 3.5 2. L0 1.0 4. 6.4 3.5 1.4 1.0 7.1 + .0 5.4 2.8 1.4 1 IN 14.4 7. .0 14 1 4 1 1 .1 .6 13.0 1.1 .5 IAAXIMl1M NFAMIO AREA ALLOWED IS 25 S0. R. I MIRING AREA MY BE REDUCED BY USHO TIE RODS, RESTRANED JOIM PIPE OR COND nTNIO SOILS TESTS TO CONFIRM HKWER SOOL BEARING SiRF110H WATER MAN BLOCKING NOT TO ScYX EXISTING OR PROPOSED GRADE CAP - FOR PAVED AREAS INSTALL TRAFFIC BEARING COVER er :'r - 2' z 2' x f! LENGTH AS CONC. PAD REO'D. LENGTH AS ---- REO'D. 45' BEND WYE 4 pe' WATER TIGHT PLUG AT DEAD ENDS CLEANOUT DETAL NOT TO SCALE r Me mi. D.I.P. TEE 1� TYPN'AL Y.H. TT 1,Jn �-1/2 BLIND FIANCE AS ONI I FUFi6lF i CpR xO Y.J. O.LP. i esCnFl1 ,INI As ON M DNE= CTm W m Th1E ENGINEER. B MN. 1' us' CONCRETE RLocx PGIIIIED IN PEACE �I mi. D.I.P. 97 6OID CONSTRUCTION BAY L-L-- M UNDISTURBED NOTES: I. CONCRETE FOR DROP CONNECTION SUPPORT SIWLL BE Q. 5 (1-1/2) 2. DIICTIF IIDN PPE SMALL. E M61/AwW C15l/A31.61 CL'A. Duna show FmMGS SiMLL BE A1151/AAMA C1 11/A21.11. ]. � 17 NxR 17 h M0.11D OIOP CpNNECTOw RRw SELECT wrERNL OR 4. DROP CONNECTIONS SHALL E USED WHERE DROP IS NOT YORE THINK 20% 5, ACamCIVI PIPLS WAY BE ICaINIm FOR DROP COhm!i:TON TO DvrDit MANHOLE SfRIJCTURE. DUCTU FiON DROP CONNECTION NOT TO SGLE o r . 11 FILL VI WITH ' STAINLESS STEEL BANi PRESSURE TREJ FIR SKIDS 4"X4 END VIEW NO SCALE 24 INCH STEEL CASING PIPE COAL -TAR COATED AND CATHODE PROTECTED (0.373" THICK) To S.S. PVC OUTSIDE DIAMETER OF JOINT BELL WHERE APPLM.ABLE d SEAL CASING WITH NON SHRINKING ^' rT .) GROUT DIRECTED BY ENGINEER 7 1 n O o CPA°` ° _ 0 0 °° O0 °o ° o - BEDDING PER o °aI/ „ / 0n0° o ..° 0 8_ o_ n GENERAL NOTE /120 0 / PRESSURE TREATED FIR SKIDS 4"X 4 - 8'-9' . . W-9' 18'-20' BACKFNl W/SUfTABLE NATIVE MATERIAL COMPACTED TO 9OX 8 MIL PLASTIC LINER 8" S.S. D.I. o ° 000 0 °nlq clo 00� SECTION Z-Z SUPPORT BLOWCAMMG2 DETAL NO SCALE TOP 5" WHITE H1" CHAMFER PUN 4 SIDES Y 1/8" MIN. TMCK- GALV. STEEL OR ALUMINUM. INTERIOR DIM. 1/2" GREATER THAN POST DIM. )D POST x IT' S4S :NOL ATED REMOVABLE BOLLARD (TYP.) CLASS C CONIC. Sp MIN. DRAIN PIPE TYPICAL BOLLARD PLACEMENT 24" CASING PIPE STAINLESS STEEL BANDS 3 BANDS MIN. FOR H PIPE LENGTH) BOLT WW//WAS ER AND NUT. RECESS NUT AND PEEN BOLT THREADS. m 1 N 500N MIN. TEST GALV. CHAIN ANCHORED IN CONC. ll� N -ANCHOR w/6"x3/S STL. ROD NOTES 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. - s e WATER NOTES 1. Refer to General Construction Notes for general requirements. 2. Water lime shall be laid to the grades and elevations shown on the drawings, and shall not be changed without City approval. 3. All public water mains Moll have a minimum cover of 42 inches (41). 4. Water services Mal he par City of Auburn Stand" Details. Location of water was Ion Moll ally he changed as required M during construction, upon ouartzatxxl of the City. The Contractor shall notify the Engineer when exact locations are determined. 5. Contractors shop obtain all necessary water service connection permits from the City of Auburn. prior to construction. 6. NI valve boxes in public right-of-way or pwernents Moll be adjusted to final grade after final paving is complete in accordance with the City of Aubum's Standard detail No. STFG-1. 7. BacMbw devices required with fire protection and irrigation systems, am to be installed per the City of Auburn's Details. 8. IfydrOlill tab an the me pipe tm slxd be made in accordance with the 'Procedure far Water -Pressure Testing Water Unei are the loth provisions of AWWA C 600, except as modified herein. MI equipment necespry to make the the shall be furnished by the Contractor, and the Contractor shape conduct all tests under the supervision of the Engineer. Pressure tests Mall he made on all piping and appurtenances installed under this contract. including all connection to existing maim at a minimum test pressure of 200 psi. 9. Disinfection of the nee water system shall be required prior to connection to the existing water lines, and Mall m in accordance with the lath provisions of AWWA C 601. 10. Blocking for vertical and horizontal bends shall be per City of Auburn Standard Details. SANITARY SEWER PLAN NOTES 1. Sear lines sholl be laid to the grades and elevation, shown on the drawings and shall not be changed without City approval. 2. Location of wife seven: shall only be changed as required during construction upon authorization of City. Contractor shall notify Engineer when exact locations are determined. Sids sewn shall be installed from the City sever rein to five feet (5') beyond the property line at all buiMi6 he sit", and shot o minimum of six inahea ( in diameter with a 0.01 foal per fool minimum slope. The recommended standard is 0.02 foot per foot. 3. Contractor Moll obtain all necessary side sewer connection permits from the City of Auburn prior to construction. 4. Unless Otherwise approved, all connections to existing "war main with new te" shall be done by the City of Auburn. The Contractor shall be responsible for pipe installation, trench excavation, backfill and pavement restoration. 5. MI manholes in public right -of -war " easements sholl be adjusted to final grade after final paring is complete, in accordance with City of Auburn's Standard Detail No. STFG-1. WATER LIVE PLAN NOTES 1. Water lines shall be laid to the grades and elevations shown on the drawings ant shall nat be changed without City approval. 1. 1mil. U1111n, 5" MINUS QUARRY ROCK SURFACING MANTENANCE ROAD DETAL NOT TO SCALE (SAL CONSTFNJ07MN NOTMI 1. MI workmanship and materials shall conform to the City of Auburn's requirements and specifications. 2. Standard Speeirkations shall be 1981 APWA aw rr,odil'rsd by the City of Auburn, including Auburn's Standard DOOR&. Specifications, and requirements. 3. A copyof these approved plans and applicable City developer specifications and details shall be on -site during . eeMruclion. } 4. A pre-comtmction meeting shall be required prior to any en -sits work fa ON Public Facility Extension projects. 5. Prior to starting construction, the Contractor shot cal ONE -CALL (1-800-424-5555) for utility locations (wotw, tolevisch,itary storm sewer. gas. poww. telePhens and sio 6. During construction, the Contractor shall be required to control on -site storm water runoff by using temporary or Permanent drainage wosion/siltation control procedures. 7. Locations at existing utilities am approximate. it shall be the Controctor's responsibility to determine the true elevotiom and locations at hidden utilities. MI visible items shall be the Enginser's responsibility. S. Existing Pavwn@M "Races Mall be saw cut full depth with straight, uniform 9d9es 12 inches (17') out from the edge of excavation. MI joints between the new and original pavement whorl be pointed with asphalt emuWw (CSS-1). 9. The Contractor shall install, replace, a retacab ON signs, as Mow on the plans ar as affected by construction, per the Ciy's Standard Detail No. TRSP-1. 10. Power, cable and telephone lines shall be in a trench with a minimum horizontal eeparotion from other utilities (sewer, wOW. storm) of five test (51). 11. N construction surveying far extension, at public facilities shall be done under the direction of a West iI Wm licensed bed surveyor or a Washington licensed profweiorial Civil Engineer. 12. During construction, all Public streets edjacern to this project Mat be kept clean of oft material deposits rAlel ting from on -site construction, as directed by the 13. CCOCertified as -built drwings ale re9= prior to project acceptance. Refer to the Cilys CMihed w-Wit Requsrsnents". 14. AN required Ianascapinq shall conform with City of Auburn Zoning Ordinance, Sschon No. 18.50. 15. Fm monhole and catch basin rim adjustment, modmum adjustmentwith brick of rims and coatings •het be 14 inches (111") without adding new sections. 19. M rnerioles and catch basins in public right-of-way Or e isenents shah be ad 0 ad after aspen pavrnq. am conform to the Chys Standard Ad) ment Cox No. STFC-1. 17. M connections of SDR 35 PVC pipe to manholes Mall be made by wing AC. Or GPK manholes adapters, or approved spud. 18. The maximum laying lengths shall not exceed 12'R far SDR 35 pipe 19. 00" far PVC pipe Mall be 5/8 Inch Mmw Crushed Rack four inches (4") minimum under, to six inches (Sr) minimum 4rir_ pI s, m per the City of Auburn Standard Detail No. 20. Seddi fa contras ona ductile iron pipe shall " 5/8 Inch IDnus •hed Rock, siz inches (67) minimum under, to six inc�lnes rr inlmum over the pipe, as per the City of Auburn StanDatall No. OEPT-2. 21. Refer to Mien Standard Trench Excavation and Backfi11 00" No. CEPT-1, GEPT-2, one GEPT-3 far construction procedure. 22. M imported pipe trench backfNl material shall be Class /i Bank Run Gravel, modified by the City of Auburn. 23. Pipe Trench backfill material within the improved right-of- way shot be 5/8 Inch Maus Crushed Rack when connection is perpendicular to the City street. M qFAriMlr'TATATATAZ 7.W7 7 WB/iKAliE{1 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DMS/IIOO'�NS REQUIREMEN TS Approved by: A/,&� aS1,014 Date Approved: ;;141113 FAC # 0009-92 (PHASE I) 93 D 12 39-