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HomeMy WebLinkAbout02D1658F w m w wl Q O CxD Ln r- Cn rr Y 0 m 01 LO n, / uul i J W Y 'Q J H ce 7 Crt 5701 56 ? "C �4! t GENERAL NOTES 1. THIS DEVELOPMENT PROJECT SHALL 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 CITY. 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION- (2000/LATEST EDITION), FXCFPT WHFRF S11PPl FMFNTF0 OR MODIFIFT) RY THE CITY'!; PRO.IFCT VIEW W%m RIDGE SOUTH at LAKELAND WATER ADDITION A PORTION OF THE N.E.114 AND NW 114 OF SECTION 6 TOWNSHIP 20 NORTH, RANGE 5 EAST, WJA CITY OF AUBURN, PIERCE COUNTY, WASHPWON CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 5. PRIOR TO THE START OF CONSTRUCTION A PROPOSED ROUTE AND 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 ADVERSELY IMPACT THE STREET NETWORK, HAULING MAY BE LIMITED TO DATUM (NGVD29 VERT) NAD27 (CITY OF AUBURN) : I a s _ :f. BRASS MON. AT SE CORNER OF B. N. R. R. BRIDGE SPANNING THE STUCK (WHITE RIVER) LEGAL D SCRf i M ELIZABETH AVE, SE RIGHT-OF-WAY AS RECORDED UNDER THE VIEW RIDGE SOUTH FINAL PLAT, AFN. #200012155002. XIST. 12" WATER IG PIPE TO —` AND INSTALL 1PLING ADAPTER GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. JrvvL kiuvv1n TO FI T) KEY ` / J WATER CONSTRUCTION NOTES iQ SEE CONNECTION DETAIL THIS SHEET STA: 84+57.63, 2' LT lz 1 - 12" 11 1/4' BEND (MJ) CONCRETE THRUST BLOCKING INSTALL BLIND FLANGE (OR MJ CAP/PLUG) w/ TEMP. z BLOWOFF PER ZE AUBURN �_j STANDARD DETAIL WABO-2 I= I I � I I I is I ,-12" TEE (FL) ! `' n Il II � I I'x Ir u ADAPTER (FLxMJ) 1— L cT r� I I I I I I REMOVE VALVE AND INSTALL BLIND FLANGE (OR MJ CAP/PLUG) NOTE: SINCE THE NEW WATER MAIN IS BEING CONSTRUCTED AS A RETROFIT AND LOCAL CONDITIONS PREVENT A 10' SEPARATION BETWEEN THE NEW WATER MAIN AND THE EXISTING SANITARY SEWER, THE INSTALLATION IS CONSIDERED "UNUSUAL CONDITIONS, PARALLEL CONSTRUCTION" AND REQUIREMENTS PER DOE CRITERIA FOR SEWAGE WORKS DESIGN SECTION Cl-9.1.2 SHALL BE MET. WOMED SEPA- MI N BE"1' V WATER LINES AND SANITARY 9EWS, !,USUAL CONDITIONS PARALLEL CONSTRUCTION N. T. S. G1�CiNJ�a4 NAME ..__.__._DATE RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S C STR €CORDS BY: DATE: %— 0-o3 TITLE/POSITION: Peq�c e "*94 CONFIRMED BY CITY__ DATE: 3 ` rl u- W WAS, �FPROJECT REF: FAC 1-0044 / SJ •/ THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION 34858 �� REQUIREMENTS. GIST oNAApproved By. EXPIRES 11-07-07, Date Approved: f%.>•Ibi F Q1509 Ol 41j S town.,, rs w m w R, r; L0 0 Ln rV C (O D t Q C: O OD Lr-) _ 6, .0 U C0 r; 4- n r C O U m .� m m filz CuCD u ©r z J . W J 1—I 4�;' " fh, T•� �5�'\ . A IMF " St 4 Zoe 2 /0 MATCHM - STA. 85+50 SEE SH T 1 FOR CONTINUATION 46_ Ct—_J 0 j y r; r\ � � t l LC Lr) T _ A ' M�. t , s -�� a w.,✓-, _> 7 s��4'1iw �7 �0' � ��4 �'a F j 64 VIEW RIDGE SOUTH at LAKELAND WATER ADDMON 45 F _ ri 77777 S§ H#1509 05155 I •,* i I Iu 9, 4' a 1 NEW 12" WATER MAIN I 12" 90' BEND (FLxMJ) - ROTATE 45'--- 12" GATE VALVE (FLxMJ) 12" TEE (FLxMJ) - ROTATE 45' ADAPTER AS REQUIRED -EXIST. 12" WATER MAIN (ZONE 4 - LOWER PRESSURE) EXIST. 12" WATER MAIN (ZONE 5 - HIGH PRESSURE) 12" 90' BEND (FLxMJ) - ROTATE 45' EXIST. 12" W.M. EXIST. 12" W.M. (ZONE 4) (ZONE 5) �_,) ' 12" TEE (FLxMJ) x- ROTATE 45' —12"0 DI. CL. 52 - LENGTH TO FIT 12" 45' BEND(S) w/ VERTICAL NOTE. THRUST BLOCKING PER CITY FITTINGS FOR VERTICAL BENDS OF AUBURN STANDARDS SHALL BE MJ WITH RESTRAINED JOINTS. SECTION A -A e4NNECl K7iN DTii4L N. T. S. SAW CUT OR EQUAL CUT TO BE UNIFORM AND VERTICAL. (SEAL JOINT W/ EMULSIFIED ASPHALT) --\ RESTORATION LIMITS _ EXISTING GROUND LINE OR SUBGRADE RIAL MEETING OR EXCEEDING 0 FOR GRAVEL BASE TO 95% MAXIMUM DENSITY. ESTED FOR COMPAC71ON F ENGINEER. )ARD SPECIFICATIONS 9-03.15 UM DENSITY. DEPTH OF ADEQUATE TO SUPPORT THE 5% MAXIMUM DENSITY. D WHERE TOTAL TRENCH DEPTH )E TO BOTTOM OF TRENCH MAXIMUM NIDTH SHALL BE PIPE I.D. PLUS 24" GRAPHIC SCALE 0 10 20 ( IN FEET ) 1 inch = 20 ft. STA: 85+80.81, 6.37' RT. © 1- 12" 22 1/2' BEND (MJ) CONCRETE THRUST BLOCKING ® STA: 86+19.17, 7.32' RT. 1- 12 22 1/2' BEND (MJ) CONCRETE THRUST BLOCKING Q SEE CONNECTION DETAIL THIS SHEET EXISTING SURFACE (1ST LIFT) - ENTIRE PATCH TO BE COVERED BY SECOND LIFT — 3" WN. COMPACTED DEPTH, ASPHALT CONCRETE CLASS B 12" COMPACTED DEPTH, 5/8" MINUS CRUSHED SURFACING TOP COURSE SEE NOTE 1 SEE NOTE 2 NAME DATE I-ZA4 3 I -ZS-ea EXPIRES- 11-07-D2, THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTR TION RECORDS a ►TE: /-Z'e • 03 fLE/POSITION: ��'b't� / geow; E& wr-rraurn Rv rrTv nA7 • HESE PLANS ARE APPROVED FOR CONFORMANCE WITH HE CITY OF AUBURN'S ENGINEERING DIVISION 'EQUIREMEN TS. 1pprowed By. jo_mlglg� groo" )nfp Annmmorl• j1"h !