Loading...
HomeMy WebLinkAboutWTR2702953.93 U 0 0 21 0 / / 61 3 0 0 0 U W C 01 0 0 U O 0 0 n N a w J W L0 N I_� N ►i 9 8 7 6 5 4 3 21 A B C D TO GOLF COURSE MAINTENANCE BUILDING. SEE SHEET C2. EXISTING POWER SIGNAGE "AUTHORIZED \ -\ PERSONNEL ONLY" \ �T CONTRACTOR --\ STAGING ARP'A C \ c K 1 o � O ` � rrr.r i.1. ■ u ► � G�SS 2 — � ' - Q,G _ 7— CONSTRUCTION LIMITS � a 61t G H L M SEE SHEET #C7 / \ FOR ENLARGEMENT TRUCK WASH—DOWN/"1 ' I C10 � I I N 0 TRFFIC CONTROL STAGING AREA 0 PROJECT SIGN CAUTION SIGN 48"x 48" 11 3 o l 1 y( r I®j W 1, t GENERAL NOTES: GOLF COURSE OPERATIONS SHALL BE ONGOING THROUGH THE COURSE OF CONSTRUCTION. SITE ACCESS IS CRITICAL TO THE OWNER'S OPERATIONS AND THE GENERAL SAFETY OF THE PUBLIC. DURING THE DEMOLITION, EXCAVATION, AND CONSTRUCTION WORK, THE CONTRACTOR SHALL MAINTAIN CONTINUOUS ACCESS, 20' MINIMUM WIDTH, BETWEEN THE r P r REF. SITE ACCESS ,�� TRAFFIC COINITROL GOLF COURSE MAINTENANCE BUILDING, THE GOLF COURSE MAINTENANCE OFFICE, AND RESIDENCES, REF C7. IN r 5 PHASING PLAN �� PERSONNEL/EQUIPMENT GENERAL, THE RECOMMENDED SEQUENCE OF CONSTRUCTION IS: ,' STiNG AREA _� P,G1. INSTALL TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES. REF C8. r \ _ r REF. TESC START TEMP. ACCESS C) 2. DEMOLISH AND REMOVE EXISTING UTILITIES, AND FEATURES. PER SHEETS C12 AND C13. I % � 3. PROTECT AND PRESERVE, OR, RELOCATE AND RESTORE (CONTRACTOR'S OPTION) ALL GOLF COURSE IRRIGATION MAINS, &° C` LIMITS OF NETTING ING TO L E MAINTAINED LATERALS, VALVES, HEADS, CONTROL WIRING, AND APPURTENANCES WITHIN THE CONSTRUCTED AREA, INCLUDING ANY Z �. �6 FROM THIS POINT SOUTH 3 TEMPORARY ACCESS AREAS. CONTRACTOR SHALL MAINTAIN A FUNCTIONAL GOLF COURSE IRRIGATION SYSTEM FOR THE r r� \ O OWNER'S BENEFIT AND USE. REF SHEETS C13 AND C51. \ O A i 4. CONSTRUCT STORMWATER OUTFALL PIPE SEGMENT REF TESC PLAN, SHEET C8. <r ��i] S 5. CONSTRUCT TEMPORARY ROAD AND CART ACCESS AND TRANSFER ACCESS TO THE TEMPORARY ROAD AND CART PATH. 4 �- ��`` REF C7, C15. �u Q' �r / . STORM OUTFALL 7 11, r v ' ` r EX'ST!NG BLDG.� r611��� �� C10 10 dOp --- rej i 6. RESTORE FAIRWAY USE. COMPLETE THE EXCAVATION AND INSTALLATION OF STORMWATER VAULT #2 AND TESC SYSTEM. 7. COMPLETE NEW TREATMENT FACILITY ACCESS ROAD AND PARKING, TRANSFER ACCESS TO THE NEW ACCESS ROAD, a 40 80 COMPLETE PERMANENT CART PATH INSTALLATION AND GOLF COURSE RESTORATION. 5 CONTRACTOR SHALL SUBMIT A DETAILED ACCESS AND I RAFFIC CONTROL PLAN FOR REVIEW BY THE OWNER. SCALE IN FEET CONTRACTOR SHALL COORDINATE ALL WORK WITH GOLF COURSE OPERATIONS AND SEASONAL RESTRICTIONS. REF SPEC SECTION 01050. NOTES: POND 10 CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PERSONNEL AND EQUIPMENT AS REQUIRED THROUGHOUT THE COURSE OF ALL CONSTRUCTION ACTIVITIES. REF SPEC SECTION 01500 O2 MAINTAIN PUBLIC VEHICLE ACCESS CONTINUALLY, 20' WIDE MINIMUM. CONTRACTOR SHALL PHASE ACCESS AND STAGE CONSTRUCTION ACTIVITIES SO AS TO MINIMIZE DISRUPTION TO GOLF COURSE ACTIVITIES. 4 O3 MAINTAIN EXISTING PUBLIC PARKING FROM TEMPORARY ACCESS ROAD SOUTH TO SR 169. RAISE OVERHEAD NETTING AT SITE ENTRY AS REQUIRED IN ORDER TO PROVIDE CONSTRUCTION VEHICLE ACCESS. MAINTAIN EXISTING OVERHEAD AND VERTICAL NETTING ALONG THE WEST SIDE OF ENTRY ROAD TO THE MAXIMUM EXTENT POSSIBLE. REF C7. CONSTRUCTION LIMITS FOR TEMP ® TO INITIATE TEMPORARY ACCESS THE CONTRACTOR SHALL INSTALL DETOUR SIGNAGE AND CONSTRUCTION GATES. OPEN ROAD/CART PATH CONSTRUCTION REF. NETTING BETWEEN EXISTING POLES TO A HEIGHT OF 16' ABOVE TEMP ACCESS ROAD AND CART PATH. WEAVE EDGING TEMPORARY EROSION AND SEDIMENT w ROPE INTO LOWER EDGE OF REMAINING NETTING AND SECURE BETWEEN EXISTING POLES. CONTROL PLAN AND STORM PLAN O5 PROVIDE "DRUM" BARRICADES WITH WARNING LIGHTS PER MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, 6C, 6F-5E OVERVIEW. RESTORE GOLF COURSE TURF TYPICAL TO CHANNELIZE THROUGH SITE. AND POND OUTFALL PER SPECIFICATIONS. © REMOVE EXISTING CART PATH AND CONSTRUCT TEMPORARY ROAD AND CART ACCESS AND TRANSFER ACCESS TO THE TEMPORARY ROAD AND CART PATH. REF C7, C15. PHASE I ACCESS O7 INSTALL 18" STORM WATER OUTFALL FROM TEMPORARY CONSTRUCTION STORMWATER INLET RISER PIPE TO POND OUTFALL AND RESTORE TURF, IRRIGATION, AND PRE—EXISTING FEATURES. REF C8, C14, C15, C22. ® FOR TREES TO BE SAVED OR REMOVED, SEE C12. CONSTRUCTION RECORD DRAWING NOTICE These record drawings have been prepared based upon 2 information contained in addenda, change orders, or other available construction information, and information W=2953AA 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 completeness of these record drawings. Users of this information shall be solely responsible to verify any and all information represented herein prior to any such use of the information. SURVEYED: — SCALE: AS SHOWN- � CITY OF RENTON DATE: 1 DESIGNED: J.E. VERTICAL: NAVD 1988 ocTOBER, 2003 en DRAWN: R.B. ONE INCH HORIZONTAL: NAD 1983/1991 Kennel /Jks ECONOMIC AND ENGINEERING Planning/Building/Public works Dept. CHECKED: G.P. y SERVICES, INC. PROJECT No. 3-01-358 AT FULL SCALE Consultants MAPLEWOOD APPROVED: — 10900 NE 4TH STREET, SUITE 1110 REVISION No. 32001 32nd Ave. S., Suite 100 WATER TREATMENT AND GOLF COURSE IMPROVEMENTS 2 2 RECORD DRAWINGS RD 1 /06 GP IF OONE INCH DATUM BELLEVUE, WASHINGTON 98004 1 ISSUED FOR CONSTRUCTION RB 0 0 GP SCALE ACCORD NPORTLAND, OR ACCORDINGLY Federal Way, Washington 98001 / BELLEVUE, WA K / ENNEWICK, WA OLYMPIA, WA SITE ACCESS PLAN 1 OF 2 sHT No. / NO. REVISION BY DATE APPR DWG No. C6 A B C I D E F G H I J K L M N LW— 29�3AIA a�, SCANNED OCT 2 7 K.-