Loading...
HomeMy WebLinkAbout03D1732Em En w A PORTION OF THE NW 1 /4 OF THE NE 1 /4 OF SECTION 8, TWP. 21 N., RGE 5 ,: W.M. -7 -7 GENERAL. COTESA NIV JUJ j J 1- _1L J. GENERAL NOTES 1. THIS DEVELOPMENT PROJECT SMALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE MY. APPLICANT 2. AJL WORKMANSHIP AND MATERIALS SHALL ARM TO THE "WASHINGTON VATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" (2000/LATEST-EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S �OJECT SPECIFICATIONS MANUAL, AND THE CITY'S STANDARD CONSTRUCTION DETAILS MANUAL, COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION.SO UT PRE CON11Q+nUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START HEY & ASS 0 rkL/ 1A TES 3. A - OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT 253- 931-3010 TO SCHEDULE A MEETING. 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. - THE CONTRACT UTILITY LINES MAY NOT BE BE THE CONTRACTOR'S IS CAUTIONED THAT 304.,7 SE ;250th I IT SHALL SHOWN ON THE DRAWINGS. IT TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF RESPONSIBILITY ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR, UNDERGROUND FACILITIES OR UTILITIES, IS CODE OF KENT, GOVERNED BY THE PROVISIONS OF CHAPTIEW19.122 REVISED THE WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, CONTRACTOR SHALL CALL ONS-CALL (1-800-424-5555) FOR UTILITY WAT€R SANITARY SEWER STORM SEWER, GAS, POWER, LOCATIONS k , TELEPHONE AND TELEVISION). PH* 5. PRIOR TO THE START OF CONSTRUCTION A PROPOSED ROUTE AND Nu--�@ 2,� SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. IF THE CITY BELIEVES THAT THE PROPOSED HAUL ROUTE WILL lA.1VERSELY IMPACT THE STREET NETWORK, HAULING MAY BE LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATE ROUTES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THIS PROJECT.-M,IOR TO THE START OF WORK, ALL METHODS AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. CONTRACTORS AND THEIR SURETY SH L BE LIABLE FOR INJU4,S AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE CONTRACTORS OPERATIONS OR NEGLIGENCE (CONNECTED WITH THEM. 7. ALL CONSTRUCTION SURVEYING FOR ,EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER, S. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION DOCUMENT" HANDOUT. SSMH 512-75 L�5 EX SSMH -49 8„ S'•E.304th FEET _ 10 SS 20"W -----s.._SSWi fl_ 20 ' W --_-- 16 " W MH �-' _ 75A M 512-76 — _ 1p SS � - --- -- 0 W --- = -- -r - o -- — N 86'38'48" W — 0 ... S- " I ------- APN: 333940 0264 Cn TRACT "C = I I ----- m r i I -A SENSITIVEDAREA MI I B I I I I 30' p � I TRACT R/D� rA N — -- . � s l I 4 I 3 I 2 I 1 -4 05th I L0 � co — IPLACE � 512- 78 — T 4�2- I N W 512-77 _ _ _ SHEET 4 I W I w I 7 W 512-82 — 512-80 W &� M U TRACT '*D" Z Z —_ 1 b I W _ TRACT SOB" I I w Cn S I TE-bi Q N SE 304 ST w w w w > cn co Q W W 00 o Q Q N cD SE 312 ST CITY REVIEW JJJ7. 2. 6 21 02 XT. SOUTH TO ws _ LL � W W O` Z VICINITY MAP o N.T.S. W o,_ Cn TABLE OF CONTENTS o s SHEET No. ` E (W� 1 of 6 COVER SHEET W w Ijr 2 of 6 TRACT "A" & TRACT "E" PLAN &r PROFILE w4. 3 of 6 M.L. STA. 4+50 to ESM T LOTS 10 & 11 PLAN & PROFILE41 �G 4 of 6 S.E. 305th PL.-BEGIN TO M.L. STA. 4+50 PLAN & PROFILE�o.... w: 5 of 6 111 th PLACE S.E. P - PLAN & PROFILE. J 6 of 6 CONSTRUC11{N+1 NOTES CITY OF AUBURN VERTICAL DATUM: BM 5-P MON ® INTERSECTION OF 109TH AVE. S.E. AND 320TH ST. S.E. ELEVATION = 344.18 NS OF BEARING SOUTH LINE SE 1 /4 OF SEC. 8, T. 21 N., R. 5 E., W. M. PER DOUGLAS J. DODDS' "NARRATIVE EXPLANATION OF SURVEY" FILED UNDER RECORDING NO. 7701260606, RECORDS OF KING COUNTY, WASHINGTON. IE: S 86' 21' 09" E (NOT SHOWN). LEGAL DESCRIPTION (CHICAGO TITLE INSURANCE COMPANY ORDER NO. 423850) LOTS 9 AND 10, BLOCK 3, C.D. HILLMAN'S AUBURNDALE ADDITION TO THE CITY OF SEATTLE, DIVISION NO. 1, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 13 OF PLATS, PAGE(S) 62, IN KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 185 FEET OF THE EAST 220 FEET OF SAID LOT 9. AND LOT 2 OF KING COUNTY SHORT PLAT NO. 128005, RECORDED UNDER RECORDING NUMBER 8201140402, RECORDS OF KING COUNTY, WA. 8 I M \ N 86'22'18" W 175.01- CV APN: 333940 0266 a: - �-I 45.00' -- 20.00' , ti O M '+ q N 86'22'18" W N 03'33'40' E _ PARCEL -NO. 333940 0255 & 0260 & 0251 CA 1! I I� W 9 I 00 SITE PLAN " APN: 333940 0256 SCALE: 1" = 60' ( I 1e o a i I I _ - W i 10 I 11 \ 12 i I? 'a HA � o� P. I --1 I z �, P U 512-83 ---- 19 � � - PH 86'22'46" W 403.3—_ B 512 - 8W� — ----- --- - - K E ----- —_ 6„W 17 FE APN: 333940 0251 I — — ---- — PH ,. APN: 333940 0249 ETLAND DELINEATED BY: BITAT TECHNOLOGIES 0. BOX 1088 YALLUP, WA. 98371 No. (253) 845-5119 OUNDARY & TOPOGRAPHIC DATA PROVIDED BY: NNETH ANDERSON AND ASSOC., INC. 20 S. 341 st PLACE, SUTIE C-4 DERAL WAY, WA. 98003 . No. (253) 838-1199 REVISION RECORD DRAWING CERTIFICATION These drawings conform to the Contractor's construction records. B y: �n PE Date: Title/position: S. E N G(" ff-E-R Comfirmed by City Date: PROJECT REF: FAC 02-0012 WSO&IO s- These plans are approved for conformance with the City of Auburn s Engineering Division requirements. Approved. gar: Date Approved: cm En cm cm ca 4M cm REVI"S: lift A "MIRTION' OF THE NW 1/4 Of THE NE 1/4 OF SECTION -8., TWP. 21 N., RGE. 5 E. W.M. CITY REVIEW JJJ A 12"SD-"__"w --BOSSING Iopvc SAW. SEW. 5i476ti 360 STA 10.41LT, (304101 STA 0+ 44, (SEWN) 04-00 0+44 SrRIM-@ M.H. 512-75 0+00 -±-+#-@-MATCh 0St tAWARZ-4 UA 5.7'RT, (304th--SECT LINE).E. 8-(SE)=4N TA 0+00, (W) Spoi SF_\NeR A.H. 512-75A I.E. 8"(NW)=A.64OUT W-FINISHED GRADE a STiN ju+ Iq �l ZO RT. 1. Rt�Az '��11S_ 10"(E--V4)=3&$:;"--(CALC. EXISTING) tF 95 3(ol - 4-3 TRACT PA 8"(SE)==361.2G -IN (NEW) (SET OVER EXIST. SEWER MAIN) i EXIST. SAN. SEW. M.H. 512--49 3w i 18" LONG 8" CUT STA. Q 1_8" 90* VE 1-8- G.V. (F CONC BLOCKI 1.2 0 SIM u5l 3" Ln 0; of C) vi W8 cr GROUND' 1— CL CW p 3W --MIN. 1' PLACEETHA FOAM� 220 & FILL WITH SAND TO PROTECT PIPES EXISTM 17 3 'V WATER" CROSSING ft 18"SD W4 CROSSING ),I. SLEEVEil 12"SD CROSSWO 3W IN EXIST 8ft 01. 13+50.45, _J� *woo is, FL VERT TEE 178'-8"D.I. CL 52 00 z L------ FULL STICK OF 0.1. STA. 34*. 23, (305th) rM JxFL T SEW ENCASED IN Clw! 1- 8"TEt: (FLN LxMJ) NG 7' SPOOL lonss 11-8" G.V. (FLxMJ} 378 CROSSING 3" 140TE: CONTRA TOR VERIFY LOCATION, ITM SIZE OF EXISTING WATER LINE, P�110R 378 TO CONSTRUCTION. ss MOSSING 0+00 1+00 77bIlcT 111*E SEE SHEET 4 STA 15)+00, 6.7'RT, (304th) g 8 + RIM: 378.42 I.E, 8"(N)=:.369.77/---lN (EkSTING) r I.E. 10 E =369,97-INXQ I.E. Arr-oft TING 010 30 1 00 ' 4 / ` _ -- 6 OWN t TER -TAPS TO BE '` / / ^ ° - I.L - --- .- - r. CUT IN EXIST 8" D. 1. -- - - - - - - - - - - _7 IMJIN. 2' FROM VALVE (TYP) - 711 7 STA. 13+50.*5, 31-.50'RT. (304th) J 1-8" VERT TEE (FLxMJ) T" A_ WA �l wwt- or A t. I A-8" G.V. (FLxMJ) - I ] 3B5 _5 co kE f_� 0 18" LONG 8" D.I. SLEEVE 17 8'- 8"D. 1. •........ . L STA. 3+50.23, 8.01T. (305th) 0- gyp• / l ° II _ -TRYNCT- 7co 1-8- 90- VERT BEND (MJxFL) LJ I 1-8-TIEE AFL) 1-CONC. BLOCKING ri A CREATED AIETL� 8" G.V. (FLXMJ) EA S4_ 5, so 1 - CONC. #LQcKlNG_ S's �75 4p I k, cr.) , 4 Ila' -7 17 I is N Go TRA - 1 4-1; REATED WEIL I 63 CD (SENS111VE,_A#WA) -4 -V SAN. SEW. M.H. 512476 t RIM-±e3;z2. ­IVIATCH FINISHED GRADE 7- 1 • STA 0+44, (SEWER) STA 4QA3�1_7, (304th) 72 W, 8 -37�, Vb 0 ov "I J co PT SEE SrET 4 —IN 3(A•to2 wl� , — — - — --- -I - *44iw p­A I.E. 8"(SE)=361.84 ;A" Maio rly W al biWI t 11vt z All" Z 4.4 w *do*, Li a z SAW SEW. MJ4. 5t2o-77 (60") DROP (SEE DIET. SHT. 6) ,5+20.01-3, 5.0'RT. (305th) STA. 1+45.6 (SEWER) RIM EL.=3;F2.68 a-12.45 I.E. 8"�S`&` �-_ft+3-49,-IN 3(03-2-0 5. --IN (IN(IDE DROP) 3[,&-40 I.E. 8- NE -3656 , 31 I.E. 8*(NW)--56z3.29-(_jUT 3&,Z-?S7 .1 I.E. 8-(NW)-3*t.64-OUT Ef* 4- 1 - - .- 11 _1 . — - - — . — - - _. - - I qw- 1 C2, M. SEW. M.N. 512-7 ls*WM UMIT's— 0\ - - q Rol A - (SADDLE M.H.) LA.-- -- ­_ v v - _NSIDE DROP (SEE DIET. S"T. 6) 'RT. (305th) SAN. SEW. M.N., 512-75 STA. 5+20.03, 5.0 STA 16+17, 5.nT, (304th-SECT Lt ry STA. 1+45.6 (SEWER) - STA 0+00, ('EWER)RIM EL.= . 8 310 46 __MNAMLft, 4 - __ - " )l - —,37o E. 8(SW)=364-4-9�-IN 4qNww TCH F1104MED GROE 3i(,o,,gq.-73 ol I.E. 8 (NE):=366.7 IN (INSIDE DROP) 3tot,0-40 WL W)=3 4--ftALC. EXI ZTI G) '$W -C4,- AIN: I.E. 8"(NW)=36-3-.29-OUT 3lvZ-ct5 I.E. 8*(SE)=:364.2l;-IN (NEW) (SET OVER EX1%. SEWER MAIN) 5t;ALt: -AV I rl 21 aft CL TRACf ffA_* sz */A FACKIWS GRAPHIC 'ICAU 20 0 10 20 40 @D pvc Wet* SIT,, IU+ 304'' SB45•- LIQE) p0m 071z OF re- ( IN FEET ) I inch = 20 ft DEIM oww. - wt, APP. BY: SWEET OF 4 Pf� g A PORTION OF THE NW 1 /4 OF THE NE 1 /4 OF SECTION 8, TWP. 21 N., RGE. 5 E., W.M. 378 / 976 / 378 374 p 00 374 /' 1 i z CL ►� / �� LOT 10 J -j N U) w O Z < L'' r Q o; I� / ��` 37 J APN: 333940 02151 LO Ln x �® ' r ' J a + W 0 GRP 5T EO N. 5+03 2 ti \N\S� 22 1 /2- H R EN 1 370 12"SD EXIST. GROWL � � _- _ CROSSI G G WATER SERVICE M1N. 6" PLACE ETH OAM 220 P so ' - -' STA 6+90 7.0 T. 110th TAP (T P.) & FILL TH SAND TO PROTECT PI ES q- el, e.-I, 1- x8 x6 L - 1-8 PLUG (FL) 30'-8" D.I. L 52 • 56'-8 I. C 1-8 1-S G.V. ) D. H`dla. AS Y. 1' SEPARATION _ STA. 5+6 .62 1 - 45' HORZ. BEND p a Ln i 0. CROSSING - + � V) z' - $"P�, - 12"SD T i - Q W W• ;4 _0+66 T.L. 0+ 5 384 op T.R. 1468.1 T.L 1 +65 1 T.L. 1+18. SIDE JERS TO O . GO ABCVE S70RM SAN. SE M.H. 512- 3 T.R. 1+ 3 CAW WT .L. 0+82.8 __ 362 w/C 53,A. TE COLL #? �-t '°� STA. STA. 2+ 2T. 6.6 SEWER �) T.R. 0+46.5 T.R. 0+1 .5 - SAN. SEW.A.H. 512-77 I60") INSIDE DR (SEE Rlr EL =389.1 RIM EL.= ?►) .03 8" - PLA ETHA FOAM220 S . SEW. M.H. 512-82 T. 6) 1.E. 8"( )-365.64- T I.E. 8"(5 =305N 1 & ILL YID `1 D TO PROTECT PIPES 5i+54.31, .0°LT. (110t) STA. 5+20.)3, ,DET. 5.0 RT. (05th) ? F AUBURN . 90. WER-3 I.E. 8 S 0+3.5.3 IMER) STA. 1+45. (SEWER) 360 I.E 2XV. IN 3103.3(p I.E. 8" SW �04 1 �0 !. It3 7 I.E. 8"�NE� IN (I DR i) •40 !.E )_ -OUT S I.E. 8 10th PLACE S.K. { STA. 4 ft, 6:t 'RT. ) STA. 4.4 (SEWER) RIM EL.-375.56 -►'' I.E. 8"(E)=39 . �� 347•e0 I.E. 8"(SW)= . *- OUT 9Vv7 •-NP LA TE AL NO T (�1 STA. 0+35.3 ® STA. 3- SWIM 8"x6" TEE -RIGHT 2 STA. STA. 1 +18.2 9* x6" TEE -RIGHT 8" x6" TEE -LEFT STA. 0+•46.5 O STA. 1 � r, " TEE- T 8"x6" TEE -LEFT STA. 0+82.8 STA. + 8" 3" TEE -LEFT 8"x6" TEE-RIGHT STA. 0+15 8"x6" TEE -LEFT 10 STA. 0+65 8"x6" TEE -LEFT TEE' (FL.) _ _ 52'-6" PVC 0 2.00x -8" G.V. (FL) - - _ =:4 -PVC - - - 1-8" PLUG (FL) t ,. -- - - ® 2.00X_N OUT / - . _... - - _ 1-8" ADAPTOR (FLxMJj, r r .✓ °5� e a ?- ------ - _ _ _ , f E - - - - Q - - BIO-FILTR�T4M SVWALE _ 'y- - - � 1-6 G.V. (FLx�J) r - ''' � '� - - _ _ S 1 4. 9 . $ \ I e >r _ -\ �• ♦. � (SEWER) 13-6 D.I. RIM EL.= 369.00 \ \ 1-STD._.-HYD-ASSY. r STA. 5+61.62, 8.0'RT. (110th)- 8"(N)=365.64-__0UT_-_ 1--------- - _ 45* __ 3 6 , , - (PER CITY OF AUSUR`N STD- 6ET. WAFH 1) / - - AP 6+53.27 - - _ �`. 1-CON-B1=a�KINMG) TRACT "A'� STD. DIET. 3) 2 CONC. BILOCI N \ \ R/D FACILITIES37o -- 130'-8"D.I. -- o T---- �� ` `� �e - SAN. SEW. M.H. 512-��8 r - - 13 -6 PVC i 2_ i _ -- WALL STA. 5+54.31, 5.0'LT. (Oth) / I °T "dry '� - 1I -E- 8 5 Z ' CR� 2 - - - - - - - STA. 0+35.3 (SEWER) E _ - - - _ •� t -" _ - - - - RIM EL.- 37 0.359t y SEW. ' T. I "i!' _� r V l+ ® ' - - I.E.6" SE)= I • - - - \ �2'�o Z I 3�t�3-�-- N 3 3t�v '7 I.E. 8 S)=36-IN -'� • O ,�► - I.E. 8" NE)- - -OUT 3tv3.23 _ - 13 -6 PYC i 2. 7 } D'-"ti'rP . i 2.001 10'-6" PVC • 2.0OX �� ,. - - �„� \ 370 #„IIr. 6 =365.43 I � \ _ _0 2.00Xi .�► STA. 5+ti3.23, �.4 LT. (305th) 37c " _ _ \ -------- ° ----- ---\ - 1-8" 22 1/2' IIND (1�J) I.E. 6 =365.68 -�- - - - - - - -\ ;'� ,�` _ - - _ i� Jet a , -�eN BLCtNc , j►Zn .c %_11 L111/L',• STA. 4+50 (SEE SHT. 4) S 4o I.E. 8" E)= IN 3i•7. b0 I.E. 8" SW)=30- OUT 347.74r GRAPHIC SCALE 0 > t inch = 20 ft. REVIS.IOIJ RECORD DRAWN4G CERWICAYM These drawings conform to the Contractor'.%. construction records. By: 0axAA,0 Q. Qq&l!.A? t f>' Date: U W IWO5 Title/position: t'R© t#GlkjE.ee COmfirmed by City Date: PROJECT REF: FAC 02-0012 These plans are approved for conformance ZIn the City of Auburn's Engineering Division requirements. � d By: Sm.& to Approved: & Z ems; 41 x 1 A PORT"'' OF THE NW 1/4 OF THE - NE 1/4 OF IDECTION 8, TWP. 21 N., RGE. 5 E., W.M.. 392 3" - - : j I ' un - - - i L0 STA. 2+07.5 (305th) c� f + 1-8"x6" TEE MJxFL fit -- �En i. � � ! 11-6 G.V. xMJ Q w ' '1-STD. HYD. ASSY. QLLJ l + V / t i G EXISTING . STA. -+55-3 (305th 2' _ 1=8"TEF-(FL� 48'!'- - - 12AiE-R 2-8" G.V. (FLxN,IJ) I GROUND I� CL RPN - - J WATER SERVICE 1-8" ADAPTER 'FLxMJ - - I j t EST' GR00_ ROAD TAP GRAD •- F � G � ® >. 1L-Li2 0 I ' p �i i I � G 0.5' MIN 1-8" TAPPING G.V. (MJ S p• I 12 SD p i :� CROS NG In v 12" TE 12" I �! - -- I G . CONTRACTOR VERIFY LOCATION, 3�#8 i OSSI N G I ---- tit I I i D.I. �t,.5 [?EPTH ':& SIZE OF EXISTING WAT T 22 LINE, PRIOR TO CONSTRUCTION. I ; I ' I Cry' STA. 3+50.23,-- � I i i i µ` .1-8"TEE (FL) '-3q �- 8' G. V. (FLxMJ 2 T. L. I S" , * �• I � _ SA SEW. M.H. 512 r , ��,,�. STAL 04-68.00, 12.5 5'RT. ( ) i N. SEW. M.H.51' -79 03 • 8 _ Z STA,, 1 +97.4 (SEWER) N� 5.(JE' "f: (305th) T.L. 'M+4i�n3 RIM'' Eb-394.17 ) ___ C - - - --- --- I.E. T 2+14.6': S R 8"( -386.0 -OUT -- - L;RIM EL.- I.E. 8"(S O&ilii-IN 311.14- I.:E. 8" OUT i 4 1E 811 377. 20 _ 'iT I I.L. 1+ 9.7 j ; I 3W S.E. 05 t„ t, PLACE I - SANITARY SE WER LA TERA NO TE,S r 149g.5 I ; 0 STA. 4#$I•:-8 STA. 2+01.0 K I 8"W' TEE -LEFT .8"x6" TEE -LEFT T 37 0 _0+73.4 t{.� 02, STA. 't+8-3 STA. 1 +49.7 8"x6" TEE -LEFT 8"W' TEE -LEFT I GRAPHiC C3S] STA. 0+89.0 � STA. 1+48.5 8"x6" TEE -LEFT 8"W' TEE -RIGHT 20 0 1© 20 STA. 0+37.7 () STA. 0+73.4 16+0 3+f 1 ♦,� ,� 8"x6" TEE -LEFT 8"x6" TEE -RIGHT ( IN FEE SAN. SEW. M.H. 5T2K?9 _ 1 inch STA. lVft.ft,M.T. (305th) SAN. SEW. M.H. 512-80 .,STA. 2+14.6 SEWER STA. 0+68.00 12.55RT. (305th)= o >► \ \ I I STA. 1 +97.4 „\ \ TRACT G v v I A I I.E. 8" S, - o-iN 3-nP-I4 - (SEWER) \MEATED WETLAND ( RIM EL.-�4a-7 3q4 •0� 1 1 I.E. 8"( =�•&fl0-OUT 31`�7.oS � �• I N SENSITIVE ARE \ ' 1 j I.E. 8"(W)=3.8'6-80-0UT 8417 ° 1 \ t �. I I 1 1 � I E 4j1j(- = 3z7•?� - tN -� � I � l -•_ J � I I I MIN. FIN. ,Fi EL.=379.0 III MIN. FIN. FL EL 82. I MIN. FIN. FL. EL:-384.3-.. + MIN. FIN. FL. EL.=386.5 I \ ,gyp. FL.�EL.=388.0 \I11N. FIN. FL. Eh-�90.5 � I I I , t \ \ \ \ W I00 y 6*=75,942 I i. 6"==378.2 I.E. 6"=380.52 I.E. 6"=382.52 ,. \ I \ \ \ W Ir f ALE. 6-384.48 I I.E. 6"=386.58 r - I ` I I 1I WATER ;V-6" P31'-6" PVC 31'-6" PVC 28'-6" PVC Ilk. S, I METER2.O0� ®2.00% � 2.00% 31' 6" PVC -6PVC � 2.00% (TYP.) a 2 00% - - 00 -.�-- I -_ c' 1-8" TAPPING TEE _. _ _-- ° \ --�_ ---�2 so-- - � --- --�2 - _ I ------, --_ � ° I - \� � ��` -8" TAPPING G.V. (MJ) 2+56.35 3051. = 6 \ •� 0+00 1i {th 4 Ln \ 3 $ I 11-CONC. BLOCKING , / I I �• � 7 M24 -------� - ---I------ -_-- -- ---- - - - --- - -- --- -- ----- -- -- PT 1+70.54--- --RifC • /+ 1 (/^��j// RECORD [ d. - -- - --t--- - ;- --�--4�00\ �2, 2+00 \3'- -\ _ - \/ I �' i" I Thee drawings „------- --_- - _ con; �� 48 -8 D.I. 1 1+typ` I 1 - - 22 -- n --- -�- By. (11 - -- - - - - - Date. 1 t ----- -- - I / 'ic I � S ll. r L.I � ° a = ' ....�. - ° I _ - / ( Title/position: _ a. % �- --r - TA. 2+07.53, 8.01T. (305th) i --° ° / / 3 5Tts I a ♦� ° / '- " C c� 2.00% 11 I 41'-6" `PVC C) 2.00� �'\\ \\ a 1-8"x6" TEE (MJxFL) Comfiirmed by Cit a I 6 P� 25� 5 i 1 -all G V FL MJ s REVISIONS:r�x' 6 CITY REVIEW JJJ 1 . N i Z,- W a' ct I Q 7 � Lj. tT) � W • w w z z J '-7 p Q r F4 ALA , '�•, �., � � s o ao.+F U) st` a 0 0 r� +-C)� n Z Q a <`'` DAW: 2 4 02 „ r ( I SCALE: 1 „= 20, H II I STA. �� 8.0'LT.I 305th E f 1- 2 V I \I I �'-3712.7 I I �I � I.E. 6"==.�76.02. F .�, �c., " :,. ( ) 1-STD. HYD. ASSY. / \ I � , I N 1-8 "TEE (FL) I ( CITY OF Atli STD_ 1ET. �IAFH- I I I I 2-8 G.�. (FLxMJ) I 1-CONC. BLOCKING , ; - _ TRACT' "6" // II \ \ i�15 I I - ,+� \ ., ,- - - - (SENSITIVE AREA) : \ "I 1-8 ADAPTER (FL.xM14 � » � I I 1 � I I ''� I I � ' I �- 1-GONG. �LOCKINC 1MtJ�1CT � ,, � ° I I FL EL= 376.0 I IM#N. FIN. FL. ELL-379.5 1 G I (I CREAiK -AREA) I \ I I STA. 3+150.23, 810'LT. (305th) I I METER T! TO BE ( i I t- rTEE (FL) I , MIN. 12 FROM VALVE TYP (FLxMJ) I \ I \ I r•° 1 cwn I IY--CONC. I SLOCKIK DESIGN 14 JJJ DRWN. BY: -� APP. BY: FILE No. WA -SS SHEET _4 OF i ` - - PF 00-7I 4 of - - i Im t M A ,fTIGN­F THE NW 1/4 OF-�.Thy NE 1/4 OF SECTION 8, TWP. 21 N . , RGE. 5 E . , W. M. STA. 2+66, 1.01T. (111th) TAP IN TO EXIST. 8" D.I. 1-8- TAPPING TEE (FL) 1-8- TAPnING GATE VALVE (FLXMJ) 111 th PLACE S.E. TRACT OD* I(RECAEATIION AREA)l 8 + N 4. '4 STA. 0+EXIST. 8" D.I. 1� 2-8G.V. (FLxMJ) 390 t1-8" ADAPTER (FLA0j) o 1-CONC. 9LObK*4 00 00 X 6 =378.93 STA. 2+55, 1.01T. (111th) STA. 2+66, 1.0'LT. (111 tit) 1-6" G.V. (MJ) I TAP IN TO EXIST. 8" D.I. rn 14'-6" PVC 0 2.00% 111 tb PLACE S.E. 1-8" TAPPING TEE (FL) SAN. S%'-". 1-8" TAPPING GATE VALVE (F STA. "491ft 4$ft& (305th) ------- 1-GONG. BLOCKING STA. 2+�14.6 MINER) 01110 EL*mo*A* 3*-56 *-3P§rf*-IN S", f4 VC, 71 QVT 3"*W-I 4r( WE: AMP Mt E+ 5 SAN. SEW. M.H. 512-81 STA. STA. 2+62.7, (SEWER) "M — — — — — — RIM '" 0 WATER METER 27-6PVC 2.00% 7 I.E. 8"(N)=h". -OUT -6-76.2-5 I.E. 6"=379.48 Go_ \ 1 \ �I 38'-6" PVC 01 2.00% 6 I.E. 6" 379.94/ 16 17 MIN. Fft FL. EL.=383.5 -JI 380 MIN. FIN. FL EL.-384.0 I.Ei 6*-.06 385 19 395 WN. FIN. FL. EL.-384.5 SANITARY , iEWER LxMJ) LA TERA L .NC TZ_S STA. 0+90.0 8"x6" TEE --LEA STA. �� 8"x6" TEE -RIGHT STA. 1+80.70 erx6m TEE -RIGHT P-4 +3 STA. k+66-e0- 8"x6" TEE -RIGHT GRAPHIC SCALE 0 10 20 40 A ONNO INS') 1 inch = 20 ft, RECORD DRAWNG CERWICATION These drawings confbrm to th-e Centfoeltor . s construction records. By QWM9,12 Q., Date: WIUA Y Title/position: Comfirmed by City 4�- Date: PlIk"CT REF: FAC-0 2-0012_ _. _ " * 6**Z Thaw pions ore opproved for con+ice vith the City of Auburn's Engineering Div4sion requirements. Approved By. !02�WIIIIIIIIIIIm Date Approved: — DATE: IL4AI SCALE: lemmw DIM. W. A". W. .,4 FILE No. . ...... SHEET OF 0310 17 30 l" Em Es 0 A PORTION OF 'THE NW 1 4 OF THE NE 11 /4 OF SECTIQN 8, TWP. 21 N., RG�. 5 E., W.M. al SANiT RY SEWER CONSTRUCTION NOTES iITIONAL CONSTRUCTION NOTES 1. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL ON -SITE STORM WATER RUNOFF BY USING TEMPORARY OR PERMANENT EROSION/SILTATION CONTROL PROCEDURES. 2. EXISTING PAVEMENT SURFACES SHALL BE SAW PWL LENGTH WITH STRAIGHT, UNIFORM EDGES 12 INCHES (12") OUT FROM THE EDGE OF EXCAVATION. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT SHALL BE PAINTED WITH ASPHALT EMULSION (CSS--1). 3. TIME LIMIT RESTRICTIONS WITHIN EXISTING RIGHT-OF-WAY WILL BE APPLICABLE AN`i�' DETERMINED AT THE PRE -CONSTRUCTION MEETING. _. 4. POWER, CABLE,AND TELEPHONE LINES SHALL. BE IN A TRENCH WITH A MINIMUM HORIZONTAL SEPARATION FROM OTHER UTILITIES (SEWER, WATER, STORM) OF FIVE FEET (5'). 5. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY, TO REMOVE MUD DEPOSITED AS RESULT OF' PROJECT CONSTRUCACTIVITY. TION A VITY. 6. ALL MANHOLES, CATCH BASIN AND VALVES IN PUBLIC RIGHTS -OF --WAY OR EASEMENTS SHALL BE ADJUSTED AFTER ASPHALT PAVING AND CONFORM TO THE CITY'S STANDARD ADJUSTMENT DETAIL No. STFG-1. ALL UTILITY CASTINGS OUTSIDE_ OF PAVED AREAS SHALL BE INSTALLED WITH A CONCRETE COLLAR AROUND THEM. 7. ALL CONNECTIONS OF SDR 2111 OR 35 PVC PIPE TO MANHOLES SHALL BE MADE BY USING PVC MANHOLE ADAPTERS OR APPROVED EQUAL. 8. THE MAXIMUM LAYING LE=NGTHS SHALL NE EXCEED 12'6" FOR SDR 21 OR 35 PIPE. 9. BEDDING FOR PVC PIPE SHALL BE 5/8 IN01 MINUS CRUSHED ROCK, FOUR INCHES (4") MINIMUM UNDER, TO SIX INCHES (6") MINIMUM OVER PIPE, AS PER THE CITY OF AUBURN STANDARD DETAIL No. GEPT-3. 10. BEDDING FOR CONCRETE AND DUCTILE IRON PIPE SHALL BE 5/8 INCH MINUS CRUSHED ROCK, SIX INCHES (6") MINIMUM UNDER, TO SIX INCHES (6") MINIMUM OVER THE PIPE, AS PER THE CITY OF AUBURN STANDARD DETAIL No. GEPT-2. 11. REFER TO AUBURN STANDARD EXCAVATION AND BACK FILL_ DETAIL_ No. GEPT-1, GE" 1; AND GEPT-3 FOR CONSTRUCTION PROCEDURES. 12, ALALLIMPOR-TED PIPE TRENCH BACK FILL MATERIAL SHALL BE BANK RUN GRAVEL, FOR TRENCH BACK FILL PER SECTION 9-03.19. 13. PIPE::: TRENCH BACK FILL MATERIAL WITHIN THE IMPROVED RIGHT-OF-WAY SHALL BE 5/8 INCH MINUS CRUSHED ROCK WHEN CONNECTION IS PERPENDICULAR TO THE CITY" STREET. EXISTING SANITARY SEWER MANHOLE CORE DRILL HOLE / INTO EXISTING MANHOLE APPROVED i ` - MANHOLE ADAPTER t INSIDE DROP BOWL, ! SECURED WITH STAINLESS STEEL FASTENERS C FLEXIBLE EXTERNAL I PIPE COUPLER SDR-35, 1' MAX. I I PVC PIPE i �d INLET SANITARY I 1 /2% 2 3/4' LINE 4' MAX. STAINLESS STEEL j STRAP do BOLT WITH LEAD EXPANSION ANCHORS (TYPICAL). 4' MAX., 90' P.V.C. LONG SWEEP .. 2' MIN. I BEND, TURNED TOWARD' (TYP.) I ! THE DIRECTION OF THE i I FLOW 1 , ? I REMO� EXISTING BENCH TO SPRING UNE OF EXISTING 2' MAX.PIPE AND RECHANNEL 1 AS REQUIRED i I EXISTING SANITARY ----� SEWER CHANNEL 1) INSIDE DROP INSTALLATION IS FOR PRE APPROVED 54"0 AND 60.0 MANHOLES ONLY, UNLESS APPROVED BY THE CITY ENGINEER. 2) DROP BOWL SHALL BE "RELINER-DURAN, INC." BRAND OR APPROVED EQUAL SELECT A SIZE APPROPRIATE TO FLOW RATE AND PIPE DIAMETER. CENTER BOWL DIRECTLY UNDER INLET PIPE, ALLOW APPROXIMATELY 1" CLEARANCE BETWEEN PIPE AND BOWL-., ATTACH BOWL TO MANHOLE WALL WITH 3/8"0 STAINLESS STEEL, BOLTS INTO LEAD EXPANSION ANCHORS. 3) TRIM INLET PIPE SO THAT 2" PROTRUDES INTO MANHOLE. FOR IMPROVED FLOW CONTROL, CUT A 1" LONG 'V' SHAPED NOTCH AT BOTTOM EDGE OF INLET PIPE. 4) PIPE STRAP AND APPURTENANCES SHALL BE STAINLESS STEEL ALL MATERIALS SHALL BE SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO INSTALLATION. APPROVED BY CITY ENGINEER DATE: MANHOLE INSIDE / D L DROP DETAIL CITY OF AUBU WA. - DEPT. OF PUBLIC WORK STANDARD DETAIL: SEWER-05 A 1. 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') LONG BURIED IN THE GROUND A DISTANCE OF THREE FEET (3'). THE LOWER END SHALL HAVE A 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 TREE SHALL BE INDICATED IN BLACK PAINT ON THE 2 x 4. 2. CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. 3. 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 TRENCH AND PAVEMENT EXCAVATION, PIPE INSTALLATION, BACK FILL AND PAVEMENT RESTORATION. WATER MAIN QMSTRUCTION NOTES 1. PIPE FOR WATER MAINS SHALL BE DUCTILE IRON MEETING ANSI SPECIFICATIONS A-21.51 OF LATEST REVISIONS AND SHALL_ BE THICKNESS CLASS 52. PIPE SHALL BE CEMENT-LINED,#41 ACCORDANCE WITH ,ANSI A-21.4 OF LATEST REVISION. 2. ALL PUBLIC WATER MAINS SHALL HAVE A MINIMUM COVER OF FORTY --TWO INCHES (4e)- SS SHOWN OTHERWISE. 3. ALL VALVES FOR WATER MAINS SHALL BE RESILIENT WEDGE GATE VALVES FOR TWEL` iNC;H (12"; AND SMALLER. BUTTERFLY VALVES SHALL 13E USED WHEN OVER TWELVE INCHES (12"). 4. JOINTS, EXCEPT WHERE OTHERWISE REQUIRED OR SHOWN ON THE DRAWINGS, SHALL BE EITHER MECHANICAL -BOLTED TYPE, OR PUSH -ON RUBBER RING GASKET TYPE, CONFORMING TO AMERICAN NATIONAL STANDARD A-21.11. 5. PIPE FITTING SHALL BE DUCTILE IRON AND SHALL HAVE THE SAME KIND OF COATING, LINING AND S T REN9' AS THE PIPE TO WHICH CONNECTED AND SHALL CONFORM TO ANSI SPECIFICATIONS A-21.10 AND A-21.11 OF LATEST REVISION. 6. HYDROSTATIC: TESTS ON THE NEW PIPE LINE BE MADE IN ACCORDANCE_ WITH THE PROCEDURE FOR WATER -PRESSURE TESTING WATER MAINS AND THE LATEST PROVISIONS OF AWWA C 600, EXCEPT AS MODIFIED HEREIN. ALL EQUIPMENT NECESSARY TO MAKE THE TEST SHALL BE FURNISHED BY -THE CONTRACTOR AND THE CONTRACTOR SHALL CONDUCT ALL TESTS UNDER THE SUPERVISION OF THE ENGINEER. PRESSURE TESTS SHALL BE MADE ON ALL PIPING AND APPURTENANCES INSTALLED UNDER THIS CONTRACT, INCLUDING ALL CONNECTIONS TO EXISTING MAINS AT A MINIMUM TEST PRESSURE OF 200 PSI. 7. DISINFECTION OF THE NEW WATER SYSTEM SHALL BE' REQUIRED PRIOR TO CONNECTION TO THE EXISTING WATER MAINS AND SHALL BE IN ACCORDANCE' WITH THE LATEST PROVISIONS OF AWWA C 601. 8. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY WATER SERVICE CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION, 9. INSTALLATION OF CORPORATE: STOPS, WATER SERVICES, LINES AND ME:=TERS SHALL BE PER CITY OF AUBURN STANDARD DETAILS. SERVICES SHALL BE A MINIMUM 3/4 INCH TYPE K COPPER TUBING. SERVICE I-INES OVER 1 INCH (1";) MAY BE TYPE K COPPER OR GALVANIZE-C PIPE. THE CITY OF AUBURN WILL INSTALL THE METERS. THE CITY WILL INSTALL SERVICES FROM THE MAIN LINE TO THE METER WHEN THE EXISTING WATER MAIN IS IN AN EXISTING CITY STREET. 10. ME'G--A---LUG TYPE RESTRAINTS SHALL BE USED, AT ALL BENDS. FOR TEES, 90' BENDS AND SPECIAL CIRCUMSTANCES, CONCRETE BLOCKING SHALL BE USED PER CITY STANDARDS. 11. ALL WATER MAINS SHALL HAVE A BLOWOFF ASSEMBLY AT LOW POINT AND AN AIR VACUUM RELIEF VALVE AT HIGH POINT OF MAIN. 12. THE FIRE HYDRANT ASSEMBLIES SHALL CONFORM TO STANDARD DETAIL WAFH-1 AND SHALL_ STAND PLUMB. SET TO FINISHED GRADE WITH THE LOWEST OUTLET BEING NO LESS THAN 18 INCHES (18") FROM FINISHED GRADE AND A CLEAR ZONE AROUND HYDRANT OF #0 LM THAN 36 INCHES (36"). THE PUMPER PORT SHALL FACE STREET OR FIRE ACCESS. 13. ALL. VALVE BOXES IN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS COMPLETE IN ACCORDANCE- WITH THE CITY OF AUBURN'S STANDARD DETAIL No. STFG-1. 14. BACKFLOW DEVICES REQUIRED WITH FIRE PROTECTION AND IRRIGATION SYSTEMS AND TO BE INSTALLED PER THE CITY OF AUBURN'S DETAILS. 15. STREET OR PARKING LOT CURBS SHALL_ BE PAINTED WITH FORMULA WID-Y1 (YELLOW) 15 FEET (15') EACH SIDE OF ALL FIRE HYDRANTS, AS DIRECTED BY THE CITY. RECORD DRAWING CERTIFICATION These drawings conform to the Contractor's construction records. By: -� JAI o��r--� Date.--. Title/position: PQ0 , Et A GI ►s EER Comfirmed by City Date: PROJECT REF: FAC 02-0012 41310Z• �j► These plans are approved for conformance with the City of Auburn's tI_gineering Division requirements. • Approved By.�-- - Date Approved: a VA _ � 7 REVISIONS: 1. 5 3 02 €'ER CITY REVIEW JJJ a ,- U WQ,��orr �./ co W o O O W �. W zd } w . C� Qi ill CD 7 N a s N IT Q ch O 4 S of W 4 qM , i 3 : 114 d w Sr i O P� r. r� Uj U 'eN I q; Gq mow. r z Q 7. Q -- DATE: 4 02 - :. Sim: NA DESIGN BY: JJJ DRWN. BY: DGL APP. BY: y FILE No. WA -SS SHEET OF 4 03 D 1 ? 3 X PF I�07f 4,