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HomeMy WebLinkAboutS-072201[A)VAU, (4 11 I�AN )NI) 7 4 1 LOCATION to WIN A Y71 ilCi "l, (,N' E YAU 1,;Y Y N T P 10 MACY VICINITY MAP 4 6 ABBKVIATIONS r11 I, R ('LEAP MAX MAXIMUM CIONCI CONCRETE Oc, ON CENIFR CONN (,ONNEC TION OR OUTSIDE RADIUS CONST CONSTRUCTION R RADIUS FLEV ELEVATION PflNr REINFORCEMENT rk 0 V 00Al« RE 0, 0 RE OLI I R, E D I'X!'-',T EXIS IING Sim SIMILAR (,A CACE SPCS SPACES ,AL .V CAI, VANI' Z[ D ss, STAINIE$S ';Ffft. I E, INVERT FLEVATION `TO '.,; t A N 0 A F 4,) ik, INSIDE RADIUS I Ad't TOP AND BOTTOM TYP TYPICAL No� 0 P�:VISION p BY AVT'0f DATE SHT. NO. DWG, NO. I G101 2 0101 3 0102 'y 0103 PROJECT LOCATION IAXR' WASH RIND AT MAY CREEK AND 500 IFY"I"T SOUTH /7— 0 SHT. NO. DWG, NO. I G101 2 0101 3 0102 4 0103 1140`:1 1 . 30 rH LOCATION MAP INDEX OF DRAWINGS TITLE rfi 11 I j RENTON VICINITY/LOCATION MAPS, INDEX OF DRAWINGS & GENERAL NOTES PLAN VIEW & ELEVATION SECTIONS & DETAILS EROSION CONTROL PLAN do DETAILS TYPICAL SECTION AND DETAIL NUMBERING SYSTEM (1) DIE SECTION IS CUT ON DRAWING M303 SECTION NUMBER DRAWING ON WHICH SECTION APPEARS (2) ON DRAWING M307 THIS SECTION IS IDENTIFIED SECTION SECTION NUMBER SCALE: DRAWING ON WHICH SECTION WAS TAKEN (3) DETAILS ARE CROSS - REFERENCED IN A SIMILAR MANNER, EXCEPT THAT DETAILS ARE IDENTIFIED BY LETTER RATHER THAN BY NUMBER. GENERAL NOTES A. GENERAL 1, CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING DIMENSIONS AND ELEVATIONS OF EXISTING LOVAIEAD STRUCTURES, AND NOTIFY THE ENGINEER OF ANY DISCREPANCIE'S PRIOR I'D SIARTING, WORK. 2. SHOP DRAWINGS SHALL BE SUBMITTED PER 01300 TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION, 3. DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WIT I THE 1994 EDITION OF THE UNIFORM BUILDING CODE AND ITS LATEST SUPPLEMENTS, EXCEPT WHERE OTHER APPLICAD CODES OR THE. FOLLOWING NOTES ARC. MORE RESTRICTIVE. 4, SPFCIAL INSPECTION IS REOUIRED FOR THE FOLLOWING; STEEL, FABRICATION PRIOR TO APPLICATION OF COATING (ENGINEERS OPTION) CORE DRILLING HOLES. STEEL SURFACE PREPARATION FOR COATING PRIMER, INSTALLING CONCRETE ADHESIVE ANCHORS, CHECKING PLACEMENT OF REINFORCEMENT AND EMBEDS. ['[..ACING CONCRETE. 5, DEAD WEIGHT OF AIR JUMPER (REMOVABLE PORTION) APPROXIMATELY 4,000 POUNDS. 6. CIVIL SITE WORK: PREPARE STREAM EMBANKMENT PROTECTION IN ACCORDANC WITH DRAWING 0103 AND THE SPECIFICATIONS, COORDINATE WITH ENGINEER THE EXACT LOCATION OF THE SILT FENCE. 7. DESIGN LOADS: LIVE -- 100 POUNDS PER LINEAR FOOT, SEISMIC ­ ZONE. 3, 1 = 1. WIND - 80 MPH EXPOSURE C. 8. HYDROSEED MATERIALS: MULCH -- 100 PERCENT WOOD CELLULOSE DYED WITH A NO TOXIC GREEN, TACKIFIER - ORGANIC BIODEGRADABLE BINDER MADE TO HOLD MULCH "TO SOIL. SEED -- CRASS SEED MIX SHALL BE 80 PERCENT REGRESS AND 20 PERCENT KENTUCKY BLUEGRASS, ALL SEED SHALL BE PURE, FRESH, LIVE SEED; WASHINGTON STATE CERTIFIED GRADE, FREE OF WEED SEED LABELED PRIMARY TO SECOND NOXIOUS BY WASHINGTON STATE SEED LAW. 8, CONCRETE 1, CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE. SIREN OF 4000 PSI IN 28 DAYS. ALL CONCRETE CONSTRUCTION SHALL COMPLY WITH ACI "BUILDING CODE REQUIREMENTS F REINFORCED CONCRETE" ACI 315-99. UTILIZE TYPE 11 OR V CEMENT, 2. ALI- DETAILING, FABRICATION AND PLACING OF REINFORCING BARS SHALL BE IN ACCORDANCE VAIN IFIE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ACI 315 LATEST EDITION, 3. REINFORCEMENT STEEL SHALL BE DEFORMED BARS ASTM A GRADE, 60, k CEMENT SHALL BE SULFATE - RESISTANT' TYPE If OR TYPE 5. CONCRETE ANCHORS SHALL BE HILT] HVA ADHESIVE ANCHO WITH STAINLESS STEEL RODS PER ASTM F593 ANTI STAINLE STEEL NUTS PER ASTM T594, INSTALL ADHESIVE CONCRETE ANCHORS IN STRICT ACCORDANCE WITH THE MANUFACTURE RECOMMENDATIONS, 6. EXISTING CONCRETE SURFACES TO BE JOINED WITH NEW CONCRETE SHALL BE INTENTIONALLY ROUGHENED 1/4" AND CLEANED AND COATED WITH EPDXY BONDING COMPOUND Jl, PRIOR TO PLACEMENT OF' NEW CONCRETE. 14 ELD PRAWN. RECOMMENDEO� NOTED RWB U "46_ C65183C F C. STRUCTURAL STEEL, AND PIPE I� STEEL CONSTRUCTION SHALL. CONFORM TO THE SPECIFICATIONS, AND STANDARDS CONTAINED IN THE LATEST EDITION OF THE AISC STEEL CONSTRUCTION MANUAL, INCLUDING THE CODE OF' STANDARD PRACTICE. 2. STRUCTURAL STEEL - ASTM A36. 3, STEEL PIPE FOR 30" AIR JUMPER SHALL BE 1/4" WALL, ASTM A252, GRADE 3, L.E. 4, ALL WELDING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF AWS DI.1, ALL. WELDERS SHALL BE CERTIFIED IN ACCORDANCE WITH THE STANDARD QUALIRCATION PROCEDURE OF THE AW'S. WELDING ELECTRODE SHALL BE EQUIVALENT TO LOW 1,; HYDROGEN E70XX, 5. STEEL. SHALL BE PAINTED OR GALVANIZED AS INDICATED IN COATING SYSTEM AND IN ACCORDANCE NTH THE SPECIFICATIONS, 6, BOLTS SHALL BE ASTM A325 GALVANIZED WITH ASTM A563 DH GALVANIZED HEAVY HEX NLITS, AND ASTM F436 FLAT CIRCULAR WASHERS, TENSION 10 15,000 POUNDS, 7, THE GUARD SCREENS SHALL BE SHOP TESTED FOR FIT TO 30" PIPE STUB PRIOR 10 SHIPMENT, E D. COATINGS 1� PREPARE SURFACE' AND APPLY COATINGS AS FOLLOWS IN STRICT ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS, 2,� PIPE INTERIOR: COATING SYSTEM A-•I, HIGH BUILD EPDXY, INTERIOR PIPE COATINGS SHALL BE EXTENDED 6" FROM THE ENDS OF 2 PIPE STUBS ON THE OUTSIDE SURFACE.' AND SHALL BE APPLIED TO FACES OF ALL, 4 FLANGES AND -TO 1/4" PIPE STUB CLOSURE N- PLATES, 3. PIPE EXTERIOR: COATING SYSTEM C- I EPDXY PRIMER WITH POLYURETHANE F)N)SH, COLOR AS SPECIFIED BY THE ENGINEER. 4, GUARD SCREWS; ARY HOT DIP GALVANIZE AFTER FABRICATION, 5. CONCRETE SURFACES: LINABOND VINYLTHANE MASTIC CO- LINING SYSTEMS, UNABOND INC., HOLLYWOOD, CALIFORNIA, ALL CONCRETE SURFACES G III EXPOSED NOTED ARE TO BE COATED WITH LINABOND, INCLUDING EXISTING LINABOND SURFACES COATED WITH LINABOND, OR INCLUDING EXISTING LINABOND SURFACES DAMAGED DURING THIS CONSTRUCTION PROJECT. E. CONSTRUCTION 1, THE CONTRACTOR SHALL. SUBMIT HIS PROPOSAL. FOR DEMOLITION SCHEDULE AND DETAILS TO THE ENGINEER FOR REVIEW AT LEAST 7 DAYS PRIOR TO COMMENCEMENT OF WORK. 615, 2, COORDINATE LOCATIONS OF CORE HOLES IN TOP OF EXISTING LOM-IEAD STRUCTURES WITH FIELD ENGINEER PRIOR I'D CORING HOLES, V. 3, PRE:- ASSEMBLE TI;E TWO PIPE INSERT PORTIONS OF THE AIR RS JUMPER PIPE WITH TEMPORARY 7/8" DIAMETER BOLTS IN SS ALTERNATE FLANGE HOLES, RS 4. LATERALLY AND VERTICALLY BRACE AIR JUMPER PIPE DURING; CONSTRUCTION, SUFFICIENT TO WITHSTAND DESIGN LATERAL, WIND LOADS, BRACING IS NOT 'TO BE REMOVED UNTIL CONCRETE HAS CURED FOR 7 DAYS, OR UNTIL THE CONCRETE STRENGTH HAS REACHED 3,500 PSI., AS VERIFIED BY CONCRETE TEST JST CYLINDERS- Ic T 5. REPLACE TEMPORARY 7/8" DIAMETER BOLTS WITH PERMANENT 3/4" DIAMETER BOLTS AND TORQUE TO 15,000 POUNDS ^j MINIMUM TENSION, V. 6. PROTECT PIPE COATINGS FROM DAMAGE, 133244 DEPARTMENT OF NATURAL RESOURCES: ESI SECTION 4 - MAY CREEK AUG 96 LOWHEAD STRUCTURE. AIR JUMPER Fla NO �DRnW ­i46,11 ­ - - NC VICINITY/LOCATION MAPS, fts County I INDEX OF DRAWINGS I G101 5 4 3