AgdaPkt 2019-08-26 Joint SA PFA - Laserfiche WebLink

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.E. - Page 6 of 22 14 Location Map Scale: 1" = 1000 ft. ABBREVIATIONS AC ASPHALT CONCRETE CLSM CONTROLLED LOW STRENGTH MATERIAL DIA DIAMETER (E) EXISTING EF EACH FACE EW EACH WAY FBE FUSION BONDED EPDXY FJ FLANGED JOINT IJ INSULATING JOINT MAX MAXIMUM MIN MINIMUM MJ MECHANICAL JOINT (N) NEW O.C. ON CENTER PS PIPE SUPPORT PSI POUNDS PER SQUARE INCH TB THRUST BLOCK TYP TYPICAL UNO UNLESS NOTED OTHERWISE WSP WELDED STEEL PIPE SECTION AND DETAIL Nk)MBER SYSTEM M-001 1. SECTION CUT ON DRAWING L-001 1 SECTION NUMBER M-001 DRAWING NUMBER ON WHICH 1 SECTION APPEARS L-UUi 2. DRAWING M-001 THIS SECTION IS IDENTIFIED AS 1 SECTION NUMBER L-001 DRAWING NUMBER ON WHICH SECTION WAS TAKEN DETAILS ARE CROSS-REFERENCED IN A SIMILAR MANNER, EXCEPT THAT DETAILS ARE IDENTIFIED BY LETTER RATHER THAN LETTER GENERAL NOTES GENERAL G1. SCOPE THE GENERAL NOTES AND TYPICAL DETAILS ARE GENERAL AND APPLY TO THE ENTIRE PROJECT EXCEPT WHERE THERE ARE SPECIFIC NOTATIONS TO THE CONTRARY. G2. APPLICABLE SPECIFICATIONS, CODES AND STANDARDS DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2013 EDITION OF THE CALIFORNIA BUILDING CODE (CBC), THE RELEVANT AMERICAN WATER WORKS ASSOCIATION (AWWA) STANDARDS, AND LATEST CITY OF REDWOOD CITY SPECIFICATIONS AND THE CONTRACT SPECIFICATIONS. THE NOTES LISTED ON Z-001, Z-002 AND Z-003 SHALL GOVERN EXCEPT WHERE OTHER APPLICABLE CODES ARE MORE RESTRICTIVE. G3. DIMENSIONS DIMENSIONS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL CONSTRUCTION DIMENSIONS AND NOTIFYING THE ENGINEER OF DISCREPANCIES IN A TIMELY MANNER. G4. MEANS, METHODS AND CONSTRUCTION LOADS CONTRACT DOCUMENTS AND SPECIFICATIONS REPRESENT THE FINISHED INSTALLATION. CONTRACTOR IS RESPONSIBLE FOR MEANS, METHODS AND SEQUENCE OF CONSTRUCTION, AND SHALL MAKE ADEQUATE PROVISION TO MAINTAIN THE INTEGRITY OF ALL UTILITIES AT ALL STAGES OF CONSTRUCTION. DETERMINATION AND PROVISIONS FOR CONSTRUCTION LOADING SHALL BE PROVIDED BY THE CONTRACTOR. G5. SAFETY CONTRACTOR SHALL TAKE ADEQUATE PRECAUTIONS TO ENSURE THE SAFETY OF WORKERS AND VISITORS TO THE SITE, INCLUDING BUT NOT LIMITED TO SHORING, BRACING AND ACCESS RESTRICTIONS, AND COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL SAFETY CODES AND STANDARDS. G6. SPECIAL INSPECTION THE FOLLOWING TYPES OF WORK REQUIRE SPECIAL INSPECTION. SPECIFICATIONS DESCRIBE ADDITIONAL INSPECTION, CERTIFICATION, AND REPORTING REQUIREMENTS. FIELD WELDING OF PILES DRILLED HOLES (BEFORE DOWELS ARE INSERTED) REINFORCEMENT (IN PLACE) FLANGE WELDING HYDROSTATIC TESTING INSPECTION WILL BE PERFORMED AND PAID FOR BY THE CITY. G7. PAVEMENT RESTORE PAVEMENT TO ORIGINAL OR BETTER THAN ORIGINAL CONDITION. G8. UTILITIES SEE PROJECT SPECIFICATION SECTION 01715 FOR REQUIRED PROCEDURES FOR LOCATION AND EXCAVATION OF EXISTING UTILITIES. ONLY KNOWN EXISTING WATER AND STORM WATER PIPELINES WITHIN 20 FEET OF THE PROPOSED EXCAVATIONS ARE IN THIS DRAWING SET. CALL USA (1-800-227-2600) BEFORE YOU DIG OR POTHOLE. Z-002 DRAWING N0. 7 53 DMD DATE 5/7/19 SUBMITTED DATE REVIEWED DATE CITY OF REDWOOD CITYPENINSULA COMMUNITY DEVELOPMENT DEPARTMENT ENGINEERING AND TRANSPORTATION CALIFORNIA TANK No. 2 SEISMIC IMPROVEMENT PROJECT PROJECT MAP AND GENERAL NOTES SH HH I NO. 2 of 31 SHEETS DESIGNED OMAR ADINA ASSISTANT ENGINEER JAVIER SIERRA ASSOCIATE ENGINEER DLH DATE 5/7/19 SUBMITTED DATE APPROVED DATE DRAWN DATE 5/7/19 DMD APPROVED DATE APPROVED DATE FILE N0: SCALE: AS SHOWN AUTOCAD DRAWING FILE: DATE SYMBOL REVISIONS BY CHECKED APPROVED CHFCKFn I PHmmn nl I CI IP clVII FNC;INFFR RFA c5999n SARFR SARWARY CITY FNGINFFR R.F. C5M17 DRAWING N0. 7 53