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Home My WebLink AboutS-396502u J 0D cl) I O 0 W ABBREVIATIONS GENERAL NOTES & AND K KIP(S) @ AT KO KNOCK OUT 1. OBTAIN CONSTRUCTION PERMITS FROM CITY OF RENTON PRIOR TO AB ANCHOR BOLT COMMENCING CONSTRUCTION. ADJ ADJACENT L LENGTH AFF ABOVE FINISHED FLOOR LB LAG BOLT 2. NOTIFY CONSTRUCTION MANAGER SHOULD EXISTING CONDITIONS AGG AGGREGATE LEN LENGTH REQUIRE DESIGN REVISIONS. AL ALUMINUM LF LINEAL FEET ALT ALTERNATE LL LIVE LOAD 3. CONTRACTOR SHALL KEEP AREAS UNDER CONSTRUCTION CLEAR OF ANCH ANCHOR, ANCHORAGE LWR LOWER DEBRIS CAUSED BY DEMOLITION AND SHALL STORE CONSTRUCTION APA AMERICAN PLYWOOD ASSOCIATION MATERIALS AND EQUIPMENT IN AREAS DESIGNATED BY THE APPD APPROVED MATL MATERIAL CONSTRUCTION MANAGER. CONTRACTOR IS REQUIRED TO PROVIDE APPROX APPROXIMATE MAX MAXIMUM DAILY CLEAN-UP ON JOB SITE. ASTM AMERICAN SOCIETY MB MACHINE BOLT OF TESTING MATERIALS MBR MEMBER 4. CONTRACTOR IS TO VERIFY DIMENSIONS AND CONDITIONS SHOWN ON MET METAL THE DRAWINGS AND SHALL BE RESPONSIBLE FOR THE JOINING OF BTWN BETWEEN MFR MANUFACTURE(R) HIS WORK TO THE WORK OF OTHER TRADES. DISCREPANCIES ON BLDG BUILDING MIN MINIMUM DRAWINGS OR IN SPECIFICATIONS, SHALL BE BROUGHT TO THE BLKG BLOCKING MISC MISCELLANEOUS BOT BOTTOM MT MOUNTED) (ING) ATTENTION OF THE CONSTRUCTION MANAGER IMMEDIATELY UPON MTL METAL DISCOVERY. IN THE EVENT OF SUCH A DISCREPANCY, THE MOST C CHANNEL STRINGENT REQUIREMENTS GOVERN THE SCOPE OF WORK. CB CATCH BASIN N NORTH (COORDINATE) CC CENTER TO CENTER NF NEAR FACE 5. WORK SHALL CONFORM WITH APPLICABLE CODES AND REGULATIONS. CEM CEMENT NIC NOT IN CONTRACT 6. CONTRACTOR SHALL COMPLY WITH THE CONSTRUCTION MANAGER CF CUBIC FEET NO. NUMBER CJ CONTROL JOINT NOM NOMINAL FOR CONSTRUCTION AREA AND SECURITY REGULATIONS. CL CENTER LINE NTS NOT TO SCALE 7. REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE CLR CLEARANCE) COL COLUMN OA OVERALL DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN COMP COMPRESSED) (ION) OC ON CENTER(S) IN FULL. CONIC CONCRETE OD OUTSIDE DIAMETER 8. PLANS WHICH APPEAR AS BACKGROUNDS ON CIVIL, STRUCTURAL, CONN CONNECTION OF OUTSIDE FACE CONST CONSTRUCTION OFCI OWNER FURNISHED, PLUMBING, HVAC, ELECTRICAL DRAWINGS ETC., ARE FOR THE CONT CONTINUOUS, CONTINUE CONTRACTOR INSTALLED PURPOSE ONLY OF ILLUSTRATING GENERAL PLAN CONFIGURATION. CONTR CONTRACT(OR) OPG OPENING SUCH BACKGROUNDS SHALL NOT BE USED FOR PORTIONS OF THE CTSK COUNTERSUNK OPP OPPOSITE WORK OTHER THAN THAT PERTAINING TO THE TITLE OF EACH CY CUBIC YARD(S) DRAWING. REFER TO THE APPROPRIATE DRAWING FOR EACH SPECIFIC P PAINT PORTION OF THE WORK. 0 DIAMETER PAR PARALLEL DBL DOUBLE PCC PRECAST CONCRETE 9. THE GENERAL CONTRACTOR AND RESPECTIVE SUBCONTRACTORS DEMO DEMOLISH, DEMOLITION PCF POUNDS PER CUBIC FOOT SHALL BE RESPONSIBLE FOR COORDINATION OF THE ENTIRE DEP DEPRESSED PERF PERFORATE(D) SCOPE OF WORK. THE ENTIRE SET OF CONTRACT DOCUMENTS DIA DIAMETER PERIM PERIMETER SHALL BE REFERRED TO IN DETAIL FOR COORDINATION OF DIAG DIAGONAL PL PLATE SPECIFIC REQUIREMENTS. THE GENERAL CONTRACTOR SHALL DIM DIMENSION PNL PANEL DL DEAD LOAD PREST PRESTRESSED) REVIEW THE ENTIRE SET OF DOCUMENTS FOR WORK OF VARIOUS DN DOWN PRF PREFORMED TRADES WHICH MAY BE INCLUDED ON OTHER DISCIPLINE DS DOWNSPOUT PSF POUNDS PER SQUARE FOOT DRAWINGS OR SPECIFICATION SECTIONS FOR EXAMPLE, DWG DRAWING PSI POUNDS PER SQUARE INCH ELECTRICAL WORK INDICATED ON CIVIL DRAWINGS BUT NOT PT POINT SHOWN ON ELECTRICAL DRAWINGS. THE CONTRACTOR SHALL PVC POLYVINYL CHLORIDE (E) EXISTING PROVIDE ALL WORK REQUIRED TO COMPLETE ALL SYSTEMS PIPE E EAST (COORDINATE) INDICATED IN ALL DOCUMENTS WHETHER OR NOT THE WORK IS EA EACH PWD PLYWOOD INDICATED IN THE TYPICAL DISCIPLINE LOCATION. EB EXPANSION BOLT FF EACH FACE R RADIUS (CURVATURE) 10. CONSTRUCTION MANAGER TO INDICATE STAGING AREAS WHERE EJ EXPANSION JOINT R RISER CONTRACTOR MAY STORE SALVAGED MATERIALS TO BE REUSED EL ELEVATION REF REFERENCE, REFER TO IN LATER PARTS OF THIS PROJECT & WHERE MATERIALS TO ELEV ELEVATION REINF REINFORCED (ING) EQ EQUAL REQ REQUIRE([ ING) BE STAGED BY BOEING ARE TO BE LOCATED. EW EACH WAY REV REVISION(S), REVISED 11. SYMBOLS SHOWN ON MATERIALS LIST ARE NOT ALWAYS USED IN EXIST EXISTING RH RIGHT HAND DRAWINGS. VERIFY EXISTING MATERIAL AND SEE CONSTRUCTION EXP EXPOSED RO ROUGH OPENING NOTES FOR MATERIAL CALLOUTS. EXT EXTERIOR FAS FASTEN(ER) SEQCT SQUARE(COORDINATE) 12. SEE CIVIL AND ELECTRICAL DRAWINGS TO ESTABLISH SCOPE OF WORK FE FIRE EXTINGUISHER OF THOSE TRADES AND OTHERS WHICH REQUIRE REWORKING OF FF FACTORY FINISH SECT SECTION EXISTING COMPONENTS INCLUDING FINISHES, PATCHING, REPAIR, AND FF FINISHED FLOOR SF SQUARE FEET REFINISHING TO A SEAMLESS CONDITION. REPAIR WALL OR SURFACE FGR FINISH GRADE SHT SHEET TO BE REPAINTED TO THE NEXT CORNER PROJECTION OR BREAK IN FH FIRE HYDRANT SIM SIMILAR SURFACE. FIN FINISHED) SQ SQUARE FND FOUNDATION ST STRUCTURAL TEE 13. PROVIDE ALL NECESSARY REQUIRED SHOP DRAWINGS AND MATERIALS FOC FACE OF CONCRETE STD STANDARD SUBMITTALS FOR THE PUMPS. CONTROL PANEL, ELECTRICAL FOF FACE OF FINISH STL STEEL EQUIPMENT, WIRING AND CONDUIT FOR BOEING AND ENGINEER'S FDIC FURNISHED BY OWNER/ STR STRUCTURAL REVIEW AND APPROVAL. INSTALLED BY CONTRACTOR SYM SYMMETRY,SYMMETRICAL FO FINISHED OPENING SYS SYSTEM 14. THE EXISTING LIFT STATION MUST REMAIN IN SERVICE DURING FT FOOT CONSTRUCTION. CONTRACTOR SHALL MINIMIZE THE DOWNTIME OF THE FTG FOOTING T&B TOP AND BOTTOM LIFT STATION ONLY DURING TESTING AND CUT OVER PERIOD TO THE FUT FUTURE T&G TONGUE AND GROOVE NEW. SCHEDULE TO BE COORDINATED WITH BOEING PERSONNEL. FV FIELD VERIFY TC TOP OF CURB ELEVATION GA GAGE TEMP TEMPORARY GALV GALVANIZED THK THICKNESS) GC GENERAL CONTRACTOR TOC TOP OF CONCRETE GI GALVANIZED IRON TOL TOLERANCE GR GRADE TOS TOP OF STEEL GT GROUT TS STRUCTURAL TUBE GWB GYPSUM WALL BOARD TYP TYPICAL HDNR HARDENER UBC UNIFORM BUILDING HDWD HARDWOOD CODE HG HIGH GRADE UL UNDERWRITERS' LABEL HM HOLLOW METAL UON UNLESS OTHERWISE S-396539 HOR HORIZONTAL NOTED HS HIGH STRENGTH UPR UPPER HSS HOLLOW STRUCTURAL SECTION (STRUCTURAL TUBE) VB VAPOR BARRIER SAZAN HT HEIGHT VERT VERTICAL ID INSIDE DIAMETER W WEST (COORDINATE) G R O U P ID INSIDE DIMENSION W WIDE FLANGE 600 Stewart St., Ste 1400 IF INSIDE FACE W WIDTH, WIDE IN INCH W/ WITH D� A T Battle, Washington 98101 INCL INCLUDED(D) (ING) W/0 WITHOUT PERMIT I SET I =�� Tel 206.267.1700 W F WELDED WIRE FABRIC JT JOINT J U N E 2, 2017= Fax 206.267.1701 SAZAN # 543-1726 SYM I REVISION I BY I APPROVED I DATE I SYM A I REPLACE 4-42 SEWAGE LIFT STATION W19111354 SAZAN/EA 1 1 06.02.17 REVISION I BY I APPROVED I DATE i L BOE/NG- B A C ACCEPTABILITY of WAskr �� THIS DESIGN AND/OR o SPECIFICATION IS APPROVED O APPROVED BY DEPT. I DATE SUBTITLE KEY SHEET TITLE REPLACE 4-42 SEWAGE LIFT STATION CURRENT REVISION ISYMBOL DATE W19111354 A 06.02.17 G1 G2 W19111354 COMP NO. 04-042-G1 N C'7 (c) It O O T U LO T O O T a Z) _I d') co O O O T SSIONAL �� 06/02/2017 ARCHITECTURAL MASTER BUILDING 04-042 JOB NO. RENTON, WA DWG NO.