Loading...
HomeMy WebLinkAboutWTR2702953.13A I B C D E F G H I J K M N 0 P 6" TOP COURSE OF SAW CUT EXISTING co 3/4" MINUS W.S.D.O.T. PAVEMENT OUTSIDE OF U9-03.9(3) 95% COMPACTION HYDROSEED PER ORIGINAL EXCAVATION, CV SPECIFICATIONS 1'-0„ MIN. SEAL EDGES W/ 1 C I� LIQUID ASPHALT & SAND N SAW CUT SELECT BACKFILL I1IIi llitl IIIIi OR NATIVE MATERIAL - ���� ' SELECT BACKFILL SUBJECT TO ENGINEER APPROVAL. II - " OR NATIVE MATERIAL COMPACTED IN 8__ MAX. LIFTS _1' i NATIVE BACKFILL 0.17 MIN. CLASS B Ij�l iii_II; / SUBJECT TO ENGINEER APPROVAL. COMPACTED TO 85% ASPHALT CONC. PAVEMENT ! _I COMPACTED IN 8" MAX. LIFTS TO 95% DENSITY. 9 COPPER TRACER WIRE 3'-6„ DENSITY TO 95% DENSITY. 9 - 1'" (PVC/HDPE ONLY) MIN. COVER —0 3'-0"..(MIN.) MIN. 2" TOP COURSE OF 12" BASE COURSE COPPER TRACER WIRE 3/4 MINUS W.S.D.O.T. WHERE ABUTTING 9 9-03.3} 95% COMPACTION EXISTING ASPHALTIC OF 1 1 /4" MINUS (PVC/HDPE ONLY) ( PAVEMENT W.S.D.O.T. 9-03.9(3) 6 95% COMPACTION 6" BASE COURSE / 6== 6 OF 1 1 /4" MINUS PIPE O.D. W.S.D.O.T. 9-03.9(3) g 95% COMPACTION 8 PIPE O.D. � COPPER TRACER WIRE 6„ PIPE O.D. (PVC/HDPE ONLY) BEDDING & PIPING 1 ZONE MATERIAL BEDDING & PIPE 6" W.S.D.O.T. 9-03.12(3) ZONE 6„ TRENCHMAXIMUM WIDTH MATERIAL WSDOT BEDDING & PIPING SHALL BE 1.5' PLUS 9-03.12(3) ZONE MATERIAL W.S.D.O.T. 9— 03.12(3) 7 1-1/2 TIMES PIPE MAXIMUM 7 O.D. OR 2.5' TRENCH WIDTH MAXIMUM WHICHEVER IS SHALL BE 1.5' PLUS TRENCH WIDTH GREATER (TYPICAL) 1-1/2 TIMES PIPE SHALL BE 1.5' PLUS O.D. OR 2.5' 1-1/2 TIMES PIPE WHICHEVER IS O.D. OR 2.5' GREATER (TYPICAL) WHICHEVER IS GREATER (TYPICAL) 6 GRAVEL AREAS HYDROSEED AREAS ASPHALT AREAS 6 SECTION A SECTIONB SECTION c NTS. TYP. NTS. TYP. NTS. TYP. r CONC. SLAB AND #4 @ 24 OC., E.W. SAW CUT EXISTING, 1 � MATCH 1 REINFORCEMENT © GRADE CONC. THICKNESS 6"MIN. 5 5 GOLF COURSE TURF. � III-I,v: ,, , ^,v �fit � ( ) REPLACE PER SPECIFICATIONS. —1i1_ NEW EXISTING CONTRACTOR SHALL IMMEDIATLY = III — MAINTAIN REPLACED TURF OR REPLACE ALL DAMAGED TURF ` a WITHIN THE FAIRWAY GRADING COPPER TRACER WIRE CATCH POINTS THROUGHOUT CONSTRUCTION. (PVC/HDPE ONLY) a 8 TOP SOIL SAND, -I 12" MIN. #4 GR60 C� 24 OC. EPDXY 4 6" INTO EXISTING SLAB 4 60/40 MIXTURE NATIVE MATERIAL OR SAND — PIPE O.D. 14 GA.COPPER .TRACER WIRE (PVC/HDPE ONLY) SUBJECT TO GOLF COURSE APPROVAL COMPACTED IN 8" LIFTS TO 85% MAX. DENSITY „ 6if == 6 SELECT BACKFILL, COMPACT IN W=2 3 BEDDING & PIPING 8"LIFTS @ 95% MAX. GRADE 3 ZONE MATERIAL PIPE O.D. W.S.D.O.T. 9-03.12 3 BEDDING &PIPING ( ) ZONE MATERIAL MAXIMUM W.S.D.O.T. 9-03.12(3) TRENCH WIDTH 6„ SHALL BE 1.5' PLUS 1-1/2 TIMES PIPE O.D. OR 2.5' CONSTRUCTION RECORD DRAWING NOTICE WHICHEVER IS MAXIMUM 2 TRENCH WIDTH These record drawings have been prepared based upon 2 GREATER (TYPICAL) information contained in addenda, change orders, or SHALL BE 1.5 PLUS 1-1/2 TIMES PIPE O.D. OR 2.5 WHICHEVER IS GREATER (TYPICAL) other available construction information, and information GOLF COURSE FAIRWAY AREAS provided by the Contractor, and by others. HDR has not verified the accuracy or completeness of the information provided to it and does not warrant the accuracy or SECTIONION D completeness of these record drawings. Users of this NTS. TYP. SECTION E information shall be solely responsible to verify any and all information represented herein prior to any such use NTS. TYP. of the information. SURVEYED: — SCALE: AS SHOWN CITY OF RENTON DATE: OCTOBER, 2003 � DESIGNED: J.E. VERTICAL: NAVD 1988 �_ DRAWN: R.B. ONE INCH HORIZONTAL: NAD 1983 1991 ECONOMIC AND ENGINEERING Planning/Building/Public Works Dept. / Kennedy/Jenks PROJECT No. CHECKED: G.P. SERVICES, INC. MAPLEWOOD 3-01-358 AT FULL SCALE Consultants 10900 NE 4TH STREET, SUITE 1110 REVISION No. APPROVED: — WATER T!�EATMENT AND. GOLF COURSE IMPROVEMENTS 2 2 RECORD DRAWINGS RB 1 /06 GP DATUM 32001 32nd Ave. S., Suite 100 BELLEVUE, WASHINGTON 98004 IF NOT ONE INCH Federal Way, Washington 98001 sHT No. 1 ISSUED FOR CONSTRUCTION RB 0 0 GP SCALE ACCORDINGLY PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA / OLYMPIA, WA UTILITY DETAILS 2 OF 2 NO. REVISION BY DATE APPR DWG No. C21 A B C D E E G H K L M N W— 29�53AA