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HomeMy WebLinkAboutR-40280400 N O O 0 w z O Q O z w 0 w H a J n J O O U LU 0 CO G 0 z U G 0 LO N W zz w ■ O ■ N ■ U LU LU U) LU ■ z ■ 5 (TYP) ■ 5 ■ (TYP) ■ MATCHLINE-� ■ SHEET C2.2 -�� ■ ■ — A 42-01 111 T • WHICH WAS AS -BUILT BY AHBL , AND MAY INCLUDE 0 LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY Know what's beIOW. DIRECT SUPERVISION ON THIS DATE: 11/7/2019. Call before you dig. AHBL PROJECT NO.2180059 � 00 (TYP) I Mq, P�0 EXISTING ASPHALT ACCESS DRIVE EXISTING — BASKETBALL COURTS TESC LEGEND INLET SEDIMENT PROTECTION CLEARING LIMITS SILT FENCE STABILIZED CONSTRUCTION ENTRANCE (COR STD. PLAN 215.10) INTERCEPTOR SWALE (COR STD. PLAN 217.10) CHECK DAM (COR STD. PLAN 217.40) BASE BID_ ®2 C2.5 v v v 3 C2.5 1 C2.5 C2.6 o, 2 000 C2.6 KEYNOTES / DEMOLISH AND/OR SALVAGE IRRIGATION ITEM. REFER TO O LANDSCAPE PLANS FOR ADDITIONAL INFORMATION. 2O PROTECT EXISTING CHAIN LINK FENCE. O3 DEMOLISH ASPHALT PATH. 1 4O PROTECT EXISTING TREE. OSEE LANDSCAPE FOR IRRIGATION REMOVAL. SEE GENERAL NOTE 1 THIS SHEET. O6 PROTECT EXISTING ASPHALT SURFACE. O7 PROTECT IRRIGATION. O8 PROTECT EXISTING UTILITY. O9 REMOVE SECTION OF CHAIN LINK FENCE. 10 PROTECT EXISTING 8-INCH CITY WATER MAINS DURING CONSTRUCTION OF IMPROVEMENTS. 11 PROTECT BLEACHERS, BENCHES AND TRASH CANS. DEMOLISH EXISTING ASPHALT PATH. CONTRACTOR MAY 12 USE AS PART OF CONSTRUCTION ENTRANCE UNTIL FAILURE AT WHICH TIME IT SHALL BE REPLACED FOR PROPER CONSTRUCTION ENTRANCE. 13 PROTECT EXISTING MANGATE. 14 NOT USED 15 INTERCEPTOR SWALE 1 C2.6 16 TEMPORARY STUDENT ACCESS WALK GRAPHIC SCALE 0 10 20 40 1" = 20 FEET CONSTRUCTION RECORD DRAWINGS L" W V V STORM DRAINAGE REVISIONS FAC0MA•SEATTLE•SPOKANE•TRI-CITIES Al ALTERNATE BID NO. 1: SOCCER FIELD IMPROVEMENTS 1200 6th Avenue, Suite 1620 Seattle, WA 98101 NO. REVISION 206.267.2425 TEL 206.267.2429 FAX www.ahbl.com WEB SURVEYED: DESIGNED: AMT 09/20/2019 AC B DRAWN. AMT AMT 01 28 2019 ACB CHECKED: BJS BY DATE APPR APPROVED: WJF SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY DEMOLITION LEGEND: VERTICAL: NAVD 19M HORIZONTAL NAD 1983/1991 DATU M IRRIGATION ROTOR SEE L2.0 FOR DEMOLITION Ah NOZZLE SEE L2.0 FOR DEMOLITION ©®O NOZZLE --SOFTBALL FIELDS, BASEBALL & SOCCER FIELDS SEE L2.0 FOR DEMOLITION ll� 00 REMOTE CONTROL VALVE SEE L2.0 FOR DEMOLITION QUICK COUPLER VALVE SEE L2.0 FOR DEMOLITION IRRIGATION LINE SEE L2.0 FOR DEMOLITION SAWCUT LINE DEMOLISH EXISTING PAVEMENT GENERAL NOTE 1. COORDINATE DEMOLITION, SALVAGE, INSTALLATION AND SLEEVING OF IRRIGATION COMPONENTS WITH DEMOLITION AND PAVEMENT INSTALLATION. 2. SEE IRRIGATION DEMO PLAN L2.0 FOR DEMOLITION OF IRRIGATION SYSTEM. 3. STUDENT ACCESS TO WALKING PATH MUST BE MAINTAINED THROUGHOUT CONSTRUCTION. INSTALL THE TEMPORARY ACCESS PATH PRIOR TO BEGINNING CONSTRUCTION. REMOVE THE PATH AND RE-ESTABLISH LAWN AT THE COMPLETION OF CONSTRUCTION. DAMAGE TO IRRIGATION SYSTEM SHALL BE REPAIRED AT CONTRACTOR EXPENSE. yii a NN 14 0 � KEYMAP CITY OF RENTON Planning/Building/Public Works Dept. 67 u O O CIS z O \Q O z w 0� �r VJ 0 w LL J n R-402804 -i O IN COMPLIANCE WITH CITY OF RENTON STANDARDS O McKNIGHT MIDDLE SCHOOL FIELD IMPROVEMENTS RENTON SCHOOL DISTRICT TESC & DEMOLITION PLAN 2 U J 0 0 = DATE 1/15/2019 FIELDBOOK: PAGE _ z DRAWING NO: C2.1 SHEET: OF. 4 32