610 14TH ST 2025-04-01 - Laserfiche WebLink

GENERAL 1. THESE NOTES CONTAIN GENERAL INFORMATION AND ARE NOT COMPLETE GROUT DESIGN C R O T E R I A FOR CONSTRUCTION PURPOSES. CONTRACTOR SHALL VERIFY INFORMATION GIVEN HERE WITH SPECIFICATIONS AND OTHER DOCUMENTS AND BRING ALL GROUT SHALL BE NON-SHRINK. MINIMUM COMPRESSIVE STRENGTH FOR ALL DATA LISTED BELOW IS IN ACCORDANCE WITH IBC 2018 AND ASCE 7-16. CONTRACTOR SHALL VERIFY ANY CONFLICTS TO THE ATTENTION OF THE ENGINEER BEFORE BEGINNING GROUT SHALL BE 8000 PSI AT 28 DAYS. APPLICABILITY OF INFORMATION GIVEN HERE WITH SPECIFICATIONS AND OTHER DOCUMENTS INCLUDED IN THE AFFECTED WORK. THE ENGINEER WILL RESOLVE ANY SUCH CONFLICT. CONTRACT. 2. ALL DIMENSIONS AND DETAILS SHALL BE VERIFIED BY FIELD LIVE LOADS MEASUREMENT BY THE CONTRACTOR PRIOR TO FABRICATION AND PRE-MANUFACTURED FLOAT FLOATUNIFORM:IVELOADS: 50 ESE CONSTRUCTION. 3. ALL SHOP DRAWINGS FOR PRECAST CONCRETE ELEMENTS, REINFORCING THE CONCRETE FUEL FLOAT SHALL BE DESIGNED BY THE CONTRACTOR TO CONCENTRATED: 400 LBS DISTRIBUTED OVER 1 STEEL AND MISCELLANEOUS STEEL SHALL BE SUBMITTED TO AND ACHIEVE THE DIMENSIONAL AND PERFORMANCE CRITERIA SHOWN ON THE SQUARE FOOT REVIEWED BY THE ENGINEER PRIOR TO FABRICATION. DRAWINGS AND INCLUDED IN THE SPECIFICATIONS. 4. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL SNOW LOAD DATA VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN GROUND SNOW LOAD: PG = 15 PSF OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PROJECT ABBREVIATIONS: PLANS AND OTHER CONSTRUCTION NOTES. WIND DESIGN DATA 5. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE ® AT VDLT = 98 MPH FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE & AND RISK CATEGORY II PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST AC ASPHALT CONCRETE WIND EXPOSURE D BE APPROVED BY THE PREPARER OF THESE PLANS. ACI AMERICAN CONCRETE INSTITUTE 6. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY ASTM AMERICAN SOCIETY OF TESTING MATERIALS FOR THE JOB SITE CONDITIONS, INCLUDING SAFETY OF ALL PERSON AND ATB ASPHALT TREATED BASE PROPERTY, DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. CLR CLEAR THIS REQUIREMENT SHALL APPLY CONTINUOUSLY, AND SHALL NOT BE COMP COMPRESSIVE LIMITED TO NORMAL WORKING HOURS. CONC CONCRETE 7 CONTRACTOR APPLICABLE FEDERAL, STATE, AND�L H REQUIREMENTS LOCAL ORDINANCES, CODES AND CONT CONTINUOUS DESIGN C R V T E R I A REGULATIONS. DIP DUCTILE IRON PIPE 8. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS FROM THE DWG DRAWING SPECIAL INSPECTION SCHEDULE APPROPRIATE JURISDICTIONAL AGENCIES. EX, EXST EXISTING ESTABLISHED PER 2018 IBC 9. CONTRACTOR DESIGNED COMPONENTS SHALL COMPLY WITH ALL EA EACH APPLICABLE ADA STANDARDS. EHW EXTREME HIGH WATER ITEM CONTINUOUS PERIODICINSPECTION INSPECTIONS COMMENTS EL ELEVATION ELW EXTREME LOW WATER PILE INSTALLATION X BY GEOTECHNICAL ENGINEER SUBMITTALS EMBED EMBEDMENT EQ EQUAL 1. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO ANY EW EACH WAY PRECAST/PREFABRICATED CONSTRUCTION REF. NOTE 5 a FABRICATION OR CONSTRUCTION FOR ALL STRUCTURAL ITEMS, INCLUDING f'c CONCRETE COMPRESSIVE STRENGTH THE FOLLOWING: STEEL PIPE PILING, REINFORCING STEEL AND FIN FINISH z MISCELLANEOUS STEEL FRAMING. SHOP DRAWINGS SHALL INDICATE FT FEET, FOOT _ MATERIAL GRADE, COATING AND SHOP ERECTION DETAILS, INCLUDING GALV GALVANIZE FABRICATION & ERECTION X COPES, CONNECTIONS, HOLES, FASTENERS AND WELDS. GR GRADE 16" X REF. NOTE 6<SINGLE PASS FILLET WELDS - 5 HORIZ HORIZONTAL / 2. IF THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE HERE HIGH-DENSITY POLYETHYLENE FILLET WELDS G 5/16" X REF. NOTE 6 STRUCTURAL DRAWINGS, THEY SHALL BEAR THE SEAL AND SIGNATURE OF ID INNER DIAMETER N THE WASHINGTON STATE REGISTERED PROFESSIONAL ENGINEER WHO IS E INVERT ELEVATION PARTIAL/COMPLETE PENETRATION WELD X REF. NOTE 6 RESPONSIBLE FOR THE DESIGN. IN INCHES o IRR IRRIGATION PIPE PILING SPLICE WELD X REF. NOTE 7 3. DESIGN DRAWINGS AND CALCULATIONS OR SHOP DRAWINGS, FOR THE LB POUND DESIGN AND FABRICATION OF ITEMS THAT ARE DESIGNED BY OTHERS MANF'R MANUFACTURER SHALL BEAR THE SEAL AND SIGNATURE OF THE WASHINGTON STATE MAX MAXIMUM - REGISTERED PROFESSIONAL ENGINEER WHO IS RESPONSIBLE FOR THE MECH MECHANICAL DESIGN AND SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR MHHW MEAN HIGHER HIGH WATER INSPECTION SCHEDULE NOTES: TO FABRICATION. SUBMITTED CALCULATIONS ARE FOR INFORMATION ONLY MIN MINIMUM MISC MISCELLANEOUS AND WILL NOT BE STAMPED OR RETURNED. 1. THE ITEMS CHECKED WITH AN "X" SHALL BE INSPECTED IN ACCORDANCE WITH IBC CHAPTER 17 BY A CERTIFIED MLLW MEAN LOWER LOW WATER SPECIAL INSPECTOR FROM AN ESTABLISHED TESTING AGENCY APPOINTED BY THE PROJECT ENGINEER. FOR o 4. PRODUCTS DATA AND/OR MANUFACTURING LITERATURE SHALL BE NTS NOT TO SCALE MATERIAL SAMPLING AND TESTING REQUIREMENTS, REFER TO PROJECT SPECIFICATIONS, THE STRUCTURAL NOTES SUBMITTED TO THE ENGINEER PRIOR TO ANY FABRICATION OR OC ON CENTER AND NOTES BELOW. THE TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION ^ CONSTRUCTION FOR THE FOLLOWING: POLYETHYLENE CONE CAPS, OD OUTSIDE DIAMETER REPORTS DIRECTLY TO THE ENGINEER, CONTRACTOR AND BUILDING OFFICIAL. ANY MATERIALS WHICH FAIL TO MEET o GALVANIZING REPAIR MATERIALS, HAND HOLES, WATER LINE PIPING AND OPP OPPOSITE THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ENGINEER. SPECIAL i VALVES. PL PLATE INSPECTION TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS. PSI POUNDS PER SQUARE INCH PVC POLYVINYL CHLORIDE 2. SPECIAL INSPECTION IS NOT REQUIRED FOR WORK PERFORMED BY AN APPROVED FABRICATOR PER IBC SECTION CODES AND STANDARDS R RADIUS 1704.2.2. RFINF REINFORCEMENT 1. ALL METHODS AND MATERIALS SHALL CONFORM TO IBC 2018. READ REQUIRED 3. INSPECTION REQUIREMENTS FOR SYSTEMS DESIGNED BY OTHERS SHALL BE DEFINED BY THE REGISTERED DESIGN 2 SCH, SCHED SCHEDULE PROFESSIONAL RESPONSIBLE FOR THEIR DESIGN. z i 2. REINFORCED CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS SD STORM DRAIN OF "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDING" (ACI SIM SIMILAR 4. INSPECTION FOR PREFABRICATED CONSTRUCTION SHALL BE THE SAME AS IF THE MATERIAL USED IN THE 0 301) AND "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" SP, SPA SPACE(S) CONSTRUCTION TOOK PLACE ON SITE. CONTINUOUS INSPECTION WILL NOT BE REQUIRED DURING PREFABRICATION o (ACI 318), 2019. SO SQUARE IF THE APPROVED AGENCY CERTIFIES THE CONSTRUCTION AND FURNISHES EVIDENCE OF COMPLIANCE. nl SS STAINLESS STEEL 3. WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARDS STD STANDARD 5. ALL WELDS SHALL BE VISUALLY INSPECTED. SPECIFICATIONS AND PLANS, 2022. SYMM SYMMETRICAL o T&B TOP AND BOTTOM 6 PIPE PILING SPLICE WELDS SHALL BE TESTED ULTRASONICALLY OR BY USING ANOTHER APPROVED METHOD IN 0 3 4. ALL STRUCTURAL DESIGN AND CONSTRUCTION SHALL COMPLY WITH T.O. TOP OF ACCORDANCE WITH THE PROJECT SPECIFICATIONS. ANSI/AISC 360-16, IBC 2018, ASCE 7-16, AND ACI 318-14 TYP TYPICAL 7. THE OWNER WILL EMPLOY AND PAY FOR INSPECTION AND TESTING SERVICES TO ENSURE COMPLIANCE WITH THE s REQUIREMENTS. W/ WITH UNLESS NOTED OTHERWISE REQUIREMENTS OF THE CONTRACT DOCUMENTS. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.o W/ Ea 5. 2022 ADA STANDARDS FOR ACCESSIBLE DESIGN. W/o WITHOUT 6. PANIC RecCOM WG 149 GUIDELINE FOR MARINA DESIGN (2016). E IF SHEET IS LESS THAN 22x34 v REDUCE SCALE ACCORDINGLY c�w PROJECT ENGINEER: SCALE: DWG. N0. o o�It E.�qj� N. WATSON AS SHOWN PORT OF EVERETT S1.1 W/� N 5G p4* �l DESIGNED BY: DATE: U) Port of ��°`° r� E. DDBROECK DATE 2023 CENTRAL MARINA FUEL DOCK CIP N0 EVERETT 2-°-D73-01 5 `o DRAWN BY: CHECKED BY: /G�/ ¢� P.O. BOX 538 16015th Avenue,Suite 1300 ® 04�11�2023 SS ISSUED FOR PERMIT REVIEW � 7 \�9 T. LEMONS S. KU EB LER NOOOJECTMR—GM-2023-01 Li Seattle,Washington98101 ti APPROVED BY STRUCTURAL NOTES W EVERETT, WA 98206 o i (425) 259-3164 (206)382-0600 Fax(206)382-0500 ��P' a PROJECT NO.1600120 NO. DATE BY REVISION NO. DATE BY REVISION SHEET NO. 35 OF a