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HomeMy WebLinkAboutW-295309A B C D E F I G H I J K I L i M N 0 I P # \ co LO c�� / 1 N \ 1- SEE SHEET #C7 FOR ENLARGEMENT 1 TO GOLF COURSE TRUCK WASH -DOWN 1 ' e' MAINTENANCE BUILDING. cto SEE SHEET C2. EXISTING POWER TRFFIC CONTROL STAGING AREA C CAUTION SIGN PROJECT SIGN 48 "x 48" \ �' SIGNAGE "AUTHORIZE PERSONNEL ONLY" a 8 \ 5 3 r1 0 IS Uj a POG ---- - - - ® -- 1 Y - -- _ GENERAL NOTES: _ _ ___ I ...... P \' _- m-�� GOLF COURSE OPERATIONS SHALL BE ONGOING THROUGH THE COURSE OF CONSTRUCTION. SITE ACCESS IS CRITICAL TO t J THE OWNER'S OPERATIONS AND THE GENERAL SAFETY OF THE PUBLIC. DURING THE 'DEMOLITION, EXCAVATION, AND AT `� .� CONSTRUCTION WORK, THE CONTRACTOR SHALL MAINTAINS CONTINUOUS ACCESS, 20' MINIMUM WIDTH, BETWEEN THE % CONSIRUCTIJN LIMITS 7 \ e. \ TRAFFIC CONTROL GOLF COURSE MAINTENANCE - BUILDING, THE GOLF COURSE MAINTENANCE OFFICE, AND RESIDENCES, REF C7. IN REF. SITE ACCESS e 5 PHASING PLAN �� \ \ PERSONNEL /EQUIPMENT - GENERAL THE RECOMMENDED SEQUENCE OF CONSTRUCTION IS: STP.GiNG AREA 1. INSTALL TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES. REF C8. i —START TEMP. ACCESSC 2_ DEMOLISH AND REMOVE EXISTING UTILITIES, AND FEATURES. PER SHEETS C12 AND C13. REF. TESC. i O % - 3. PROTECT AND PRESERVE, OR; RELOCATE AND RESTORE (CONTRACTOR'S OPTION) ALL GOLF COURSE IRRIGATION 'MAINS, LATERALS, 'VALVES, HEADS, CONTROL WIRING, AND APPURTENANCES WITHIN THE CONSTRUCTED AREA, INCLUDING ANY VLIMITS-OF NET11NG TO BE MAINTAINED _ �'I -' TEMPORARY. ACCESS AREAS CONTRACTOR SHALL MAINTAIN A FUNCTIONAL GOLF COURSE IRRIGATION SYSTEM FOR THE 6 6� 6 FROM THIS POINT SOUTH OWNER'S BENEFIT AND USE. REF SHEETS Ci3 AND C51. %\ a CONSTRUCT STORMWATER OUTFACE PIPE SEGMENT REF TESC PLAN; SHEET C8. ` 01- r, 0, '' �` 5. CONSTRUCT TEMPORARY ROAD AND CART ACCESS AND TRANSFER ACCESS TO THE TEMPORARY ROAD AND CART PATH. \ REF C7, C15. �L P 9! O �. STORM OUTFACE 7O # Q Q �� %` � 6. RESTORE FAIRWAY USE. COMPLETE THE EXCAVAl10N AND INSTALLATION OF STORMWAIER VAULT 2 AND TESC SYSTEM. EXISTING BLDG.: o�-e s _ . 7. - Q COMPLETE NEW TREATMENT FACILITY ACCESS ROAD AND PARKING TRANSFER ACCESS TO THE NEW ACCESS ROAD, , I' C70 ` ` - o ao so COMPLETE PERMANENT CART PATH INSTALLATION AND GOLF COURSE RESTORATION. 5 rj < i `- " CONTRACTOR SHALL SUBMIT A DETAILED ACCESS AND TRAFFIC CONTROL PLAN FOR `REVIEW BY THE OWNER. CONTRACTOR- / / / / ` CONTRACTOR SHALL COORDINATE ALL WORK WITH GOLF COURSE OPERATIONS AND SEASONAL RESTRIC110NS. REF SPEC STAGING AREA ! f a, \ scnte iN FeEr SECTIO N 01050_, O `% / NOTES: �\ POND 10 CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PERSONNEL AND EQUIPMENT AS REQUIRED THROUGHOUT THE COURSE =.' -' OF ALL CONSTRUCTION ACTIVITIES. REF SPEC SECTION 01500 1 2 MAINTAIN PUBLIC VEHICLE ACCESS CONTINUALLY, 20' WIDE MINIMUM. CONTRACTOR SHALL PHASE ACCESS AND STAGE O CONSTRUCTION ACTIVITIES SO AS TO MINIMIZE DISRUPTION TO GOLF COURSE ACTIVITIES. 4 .l _� - __. D NETTING AT , 6 - .,_._ '- - ' -- -� -- - - � ,� MAINTAIN EXISTING PUBLIC PARKING FROM TEMPORARY ACCESS ROAD SOUTH TO SR 169. RAISE OVERHEAD -- - _. 0 ACCESS. MAINTAIN EXISTING (OVERHEAD AND SITE ENTRY AS REQUIRED IN ORDER TO PROVIDE CONSTRUCTION VEHICLE _. VERTICAL NETTING ALONG THE WEST SIDE OF ENTRY ROAD TO THE MAXIMUM EXTENT POSSIBLE. REF C7. TEMP_ -- 4 TO INITIATE TEMPORARY ACCESS THE (CONTRACTOR SHALL INSTALL DETOUR SIGNAGE AND CONSTRUCTION GATES. OPEN 8 CONSTRUCTION LIMITS FOR ; - " NETTING BETWEEN EXISTING POLES TO A HEIGHT OF 16 ABOVE TEMP ACCESS ROAD r AND CART PATH. WEAVE EDGING ROAD /CART-PATH CONSTRUCTION -REP: TEMPORARY EROSION AND SEDIMENT - ROPE INTO LOWER EDGE OF REMAINING NETTING AND SECURE BETWEEN EXISTING POLES. o CONTROL PLAN AND STORM PLAN 5 PROVIDE "DRUM' BARRICADES, WITH WARNING LIGHTS PER MANUAL' ON UNIFORM TRAFFIC CONTROL DEVICES, 6C, 6F 5E 3 OVERVIEW. RESTORE GOLF COURSE TURF- - O TYPICAL TO CHANNELIZE THROUGH SITE. 3 at AND POND OUTFACE PER SPECIFICATIONS. _- Y REMOVE EXISTING OAD AND CART PATH. EF C7, C15.MPORARY ROAD AND CART ACCESS AND TRANSFER .ACCESS TO THE TEMPORARY 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 2 :information contained in addenda, change orders; or 2 o:ther available construction information, and information �. - provided by the Contractor, and by others. HDR'has not e �9 vrified 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 &r-ft CITY OF RENTON DATE: 1 OCTOBER, 2003. 1 DESIGNED: J.E. VERTICAL: NAVD 1988 ECONOMIC AND ENGINEERING `6 Planning /Building /Public Works Dept. PROJECT N0. DRAWN: R.B. ONE INCH HORIZONTAL: NAD 1983/1991 Kennedy /Jenks SERVICES, INC. 3 -01 -358: CHECKED: G. P. — ,' MAPLEWOOD ; Consultants REVISION N0. APPROVED: - AT FULL SCALE 10900 ,NE 4TH', STREET; SUITE 1110 WATER TREATMENT AND GOLF COURSE IMPROVEMENTS 2 M2REECORD DRAWINGS RB 1/06 GP 32001 32nd Ave. S., Suite 100 BELLEVUE, WASHINGTON 98004 UY 9 SITE ACCESS PLAN 1 OF 2 sHT No. IF NOT ONE INCH Federal Wa , Woshin ton 98001 PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA / OLYMPIA, WA FOR CONSTRUCTION RB 0 0 GP SCALE ACCORDINGLY :DWG N0. CEO NO. REVISION BY DATE APPP, A B C D I E F G H I J K L M N n,. W 2SAA Ag SCANNED OCT 2 7 2 '206 r •r. F .249 lank Rm- 2_0