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HomeMy WebLinkAbout20190219_Seawall Plans s� Q sff o� �m STRUCTURAL GENERAL NOTES W� 11 GENERAL REQUIREMENTS BACKFILLING & COMPACTION NOTES REINFORCING STEEL ABBREVIATIONS w a z 1. CONSTRUCTION SHALL BE IN CONFORMITY WITH THE 2016 EDITION OF THE 1. ALL BACKFILL SHALL CONFORM TO THE SOILS ENGINEER'S REPORT AND 1. FOR STRUCTURES EXPOSED TO SALT WATER SPLASH OR IMMERSION, REBAR A.B. ANCHOR BOLT DN DOWN HT HEIGHT OFF OFFICE T.F. TOP OF FOOTING o e» z REINFORCEMENT SHALL CONFORM TO ASTM A 706, UNLESS NOTED OTHERWISE ON A.C. ........... ASPHALT CONCRETE DP ................ DEEP H.S. .............HIGH STRENGTH OPNG ...........OPENING T.B. ............. TOP OF BEAM � g CALIFORNIA BUILDING CODE (CBC) AND ALL APPLICABLE LOCAL AND STATE RECOMMENDATIONS. DETAILS, AND SHALL BE EPDXY COATED PER ASTM A 934, AFTER BENDING OF THE A/C AIR CONDITIONING D.S. DOWNSPOUT HVAC ...........HEATING/VENTILATING & OPP HD .......OPPOSITE HAND TG TAPERED GIRDER z o v CODES AND ORDINANCES. 2. UTILITY TRENCH BACKFILL AND ANY OTHER BACKFILL MUST BE MECHANICALLY """""" p 2. SITE INSPECTION: THE CONTRACTOR SHALL EXAMINE THE PROJECT SITE & SHALL COMPACTED. JETTING AND FLOODING SHALL NOT BE PERMITTED. REBARS. WELDED WIRE MESH SHALL CONFORM TO ASTM A 185 AND SHALL BE A.C.P. ......... ASPHALT CONCRETE PAVING DWGS DRAWINGS AIR CONDITIONING O.S.F. .......... OUTSIDE FACE - �� o T.G. ............. TOP OF GIRDER � = a U EPDXY COATED CONFORMING TO ASTM A 884 WITH ALL VISIBLE DEFECTS AND CUT ADDL ADDITIONAL IN INCH - C0 VERIFY ALL DIMENSIONS, LOCATIONS & ELEVATIONS OF THE EXISTING 3. WHERE WALLS ARE BACKFILLED ON ONE SIDE ONLY, PROVIDE SHORING OR OTHER (E) ............... EXISTING C P.C. ............ PIPE COLUMN THK THICK > Q � Q THRU THROUGH � � e= 0- CONSTRUCTION.THE CONTRACTOR SHALL ALSO DILIGENTLY INVESTIGATE THE SITE APPROVED MEANS OF LATERAL SUPPORT UNTIL RESISTING ELEMENTS ARE ALL IN ENDS REPAIR COATED. WIRES USED TO TIE REINFORCING STEEL SHALL BE EITHER A.F.F. ABOVE FININSH FLOOR EA EACH INFO INFORMATION PEN PENETRATION w w < 0- EPDXY COATED STEEL, OR A 316 STAINLESS STEEL. ALUM .......... ALUMINUM E.F. EACH FACE INT INTERIOR PL PLATE OR PROPERTY LINE .......... FOR THE POSSIBLE EXISTENCE & LOCATION OF UNDERGROUND UTILITIES, PLACE AND HAVE ATTAINED THEIR REQUIRED STRENGTHS. RESISTING ELEMENTS SHALL """"""" T.L. TOP OF LEDGER o <� 2. REINFORCEMENT MARKED CONTINUOUS MAY BE SPLICED BY LAPPING 42 BAR ALT ............ ALTERNATE ELEC ............ELECTRICAL J.B. ............. JOIST BEARING PILAS .......... PILASTER PRIOR TO ORDERING ANY MATERIAL AND/OR COMMENCING WORK AND SHALL BE CONCRETE SLABS OR OTHER PERMANENT BUILDING COMPONENTS. T.N. TOP OF NAILER DIAMETERS IN CONCRETE AND 48 BAR DIAMETERS IN MASONRY WITH 24 INCH ANOD ......... ANODIZED ELEV ............ELEVATION J.G. ............. JOIST GIRDER PLYWD .........PLYWOOD �€ REPORT ANY DISCREPANCIES TO "PMA CONSULTING, INC. HEREINAFTER CALLED 4. UNLESS NOTED OTHERWISE IN THE SOILS REPORT, ALL FILLS SHALL BE COMPACTED TO ARCHT ARCHITECTURAL EMBED EMBEDMENT, EMBEDDED JST JOIST T.O. ..............TOP OF �> MINIMUM LAP IN EACH CASE, UNLESS NOTED OTHERWISE ON PLANS. ALL SPLICES ......• ......•• ......•••••• PSF ............. POUNDS PER SQUARE FOOT T.O.P. TOP OF PARAPET/PANEL "THE ENGINEER". A MINIMUM OF 90% OF MAXIMUM DENSITY IN ACCORDANCE WITH THE REQUIREMENTS OF WHEN DETAILED SHALL BE LOCATED WHERE SHOWN ON PLANS. B.B. BOTTOM OF BEAM E.N. EDGE NAILING JT JOINT PSI POUNDS PER SQUARE INCH T.O.S. TOP OF STEEL gym= 3. CONTRACTOR SHALL PROVIDE BARRICADES AND PEDESTRIAN PROTECTION AS THE CBC APPENDIX SECTION 3313. BET BETWEEN EQ EQUAL K.O. KNOCK OUT P.T. PRESERVATIVE TREATED ......... jag .............. REINFORCING L HALL ACCURATELY LA AN U INPOSITION •••••••••••••• ••••••••••••••• ••••••••••••• TOT ..............TOTAL pow REQUIRED BY STATE AND LOCAL CODES. 5. FILTER CLOTH SHALL BE MIRAFI 140N-SERIES NONWOVEN POLYPROPYLENE GEOTEXTILE BLDG ............ BUILDING E.S. ............. EACH SIDE L ................. ANGLE R.D. ............. ROOF DRAIN -_ WITH METAL OR CONCRETE BLOCKS, CHAIRS, SPACERS, ETC., AND WIRE TIES TRANSF ....... TRANSFER � � 4. CONTRACTOR SHALL CONSULT WITH REPRESENTATIVES OF CITY AND UTILITY AS MANUFACTURED BY "TC MIRAFI COMPANY" AND SHALL BE MINIMUM 2.0' WIDE AND BLKG ........... BLOCKING E.W. .............EACH WAY LAT ............. LATERAL REBAR .........REINFORCING BAR BEFORE PLACING ANY CONCRETE. W TRANSV .......TRANSVERSE COMPANIES CONCERNING AVAILABLE FACILITIES BEFORE COMMENCING WORK OR BE PLACED ON THE INSIDE FACE OF THE BULKHEAD EXTENDED EQUALLY FROM THE BM ............. BEAM EXIST ...........EXISTING LDR ............. LEDGER R.B. ............. ROOF BEAM 4. ADDITIONAL REINFORCING REQUIRED FOR ERECTION OF PRECAST CONCRETE PANELS TS ............... TUBE STEEL Wg CONNECTING TO SEWER, PIPING OR WIRING, ETC., AND REPORT ANY PROBLEMS JOINT TO (2.0') BELOW THE FINAL MUDLINE FOR THE ENTIRE HEIGHT OF THE SHALL BE ADDED PER THE CONTRACTOR'S DETAILS. B.N. ............ BOUNDARY NAILING EXP ............. EXPANSION LG ............... LONG REQD ...........REQUIRED T.S. ............. TOP OF SLAB p TO THE ENGINEER. BULKHEAD. BOT ............. BOTTOM EXT ............. EXTERIOR LLH ..............LONG LEG HORIZONTAL REINF .......... REINFORCING T.W. ............. TOP OF WALL z a a a Sgg . 5. MINIMUM CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS, B.W. BOTTOM OF WALL F.D. FLOOR DRAIN LLV LONG LEG VERTICAL REF REFERENCE x 5. CONTRACTOR SHALL FULLY PROTECT ALL ADJACENT PROPERTIES BEFORE 6. COMPACTION REPORT MUST BE SUBMITTED TO AND BE APPROVED BY THE BUILDING UNLESS NOTED OTHERWISE. ���������•�� """""" •• •••• TYP ............. TYPICAL ............ COMMENCING ANY WORK. DEPARTMENT BEFORE FOUNDATION INSPECTION. C ................. CHANNEL FDN ............. FOUNDATION LONGIT ........ LONGITUDINAL REV ............. REVISION U.N.O. ..........UNLESS NOTED OTHERWISE A) CONCRETE BELOW GRADE OR IN CONTACT WITH SOIL: WHEN CAST AGAINST EARTH CANT CANTILEVER F.F. FINISH FLOOR L.P. LOW POINT R.J. ROOF JOIST 6. OMISSIONS OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE DRAWINGS, 7. A FINAL SOIL REPORT OF COMPACTION & APPROVAL SHALL BE PREPARED BY THE """"" •••••••••••••• ••••••••••••• ••••••••••••• VERT ........... VERTICAL NOTES, AND DETAILS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PROJECT GEOTECHNICAL ENGINEER & SUBMITTED FOR BUILDING DEPARTMENT REVIEW AT 3', WHEN FORMED 2". C.G. ...............CENTER OF GRAVITY F.G. ............FINISH GRADE LT ............... LIGHT RM .............. ROOM V.I.F. ........... VERIFY IN FIELD QROFESS/ AND RESOLVED BEFORE PROCEEDING WITH THE WORK. THE COMPLETION OF THE PROJECT. B) WALLS ABOVE GRADE:EXTERIOR FACE 1Y2 , INTERIOR FACE 1". C.J. ............... CONSTRUCTION JOINT OR FIN FINISH MATL .......... MATERIAL R.O. .............ROUGH OPENING W/ ...............WITH �� I S C PRECAST CONCRETE ELEMENTS:AS DETAILED. CEILING JOIST F.J. FLOOR JOIST MAX ............ MAXIMUM SCH SCHEDULE WD WOODFOR SSG F� 7. CONTRACTOR SHALL INSTALL TEMPORARY TOILETS BEFORE START OF JOB. 8. COMPACT SOIL TO THE REQUIRED RELATIVE DENSITIES PER ASTM 155-91. DO NOT USE ) ........•••... """"""' ............•• o G� CL ................. CENTER LINE M.B. MACHINE BOLT SECT SECTION <v �� Z 8. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER THESE HEAVY COMPACTION EQUIPMENT WITHIN 20 FEET OF THE BULKHEAD. D) CONCRETE SLAB ON GRADE: REINFORCING STEEL AT CENTER OF SLAB, UNLESS CLG CEILING FLG FLANGE . .......... ........... """"""" MATL MATERIAL SHTG SHEATHING 1/y 0 WITHOUT w No.0 66947 _;0 m GENERAL NOTES. 9. ON SITE BROKEN CONCRETE & AC PAVING MAY BE USED AS FILL PROVIDED IT DOES NOTED OTHERWISE. CLR ............. CLEAR FLR ..............FLOOR ••"'•••" SHT SHEET / ........... 9. TYPICAL DETAILS SHOWN SHALL APPLY WHERE NO SPECIAL DETAIL IS SHOWN. NOT EXCEED 6 INCHES IN SIZE & IS NOT STACKED, LAYERED OR PLACED ABOVE 6. REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE WITH CBC SECTION 1907. C.M.U. ......... CONCRETE MASONRY UNIT F.O.C. .......... FACE OF CONCRETE MAX ............ MAXIMUM W.P. ...............WORK POINT o SIM .............. SIMILAR W.R. .............WATER RESISTANT WHERE A DETAIL, TYPICAL DETAIL, SECTION, TYPICAL SECTION, OR A NOTE IS ELEVATION +7.0' & IS APPROVED BY THE GEOTECHNICAL ENGINEER. 7. ALL TIE WIRES SHALL BE MINIMUM 16 GAUGE, BLACK ANNEALED, CONFORMING TO COL ............ COLUMN F.O.M. ..........FACE OF MASONRY M.B. ............ MACHINE BOLT S.J. ............... SAWCUT JOINT SHOWN FOR ONE CONDITION, IT SHALL ALSO APPLY FOR ALL LIKE OR SIMILAR A.S.T.M. A82. COMPO ........ COMPOSITION F.O.S. .......... FACE OF STUD MECH .......... MECHANICAL WT ............... WEIGHT �'� CIV�� CONDITIONS UNLESS NOTED OTHERWISE. 8. ALL REINFORCING BARS SHALL BE FREE OF RUST, GREASE OR OTHER MATERIAL CONC MEZZ .......... MEZZANINE S.P. ...............SPLICE POINT W.W.F. ..........WELDED WIRE FABRIC 9T CONCRETE F.N. ............. FIELD NAILING F O� 10. DRAWINGS TAKE PRECEDENCE OVER SPECIFICATIONS. DETAILED DRAWINGS AND STEEL LIKELY TO IMPAIR BONDING. CONN .......... CONNECTION F.S. ............. FAR SIDE MFD .............MANUFACTURED SPA ...............SPACING X ................. EXTRA STRONG OF CAvF SPECIFICATIONS TAKE PRECEDENCE OVER GENERAL DRAWINGS AND 9. ALL BENDS IN REINFORCING SHALL BE COLD BENDS. CONT .......... CONTINUOUS FT FEET OR FOOT MFR .............MANUFACTURER SPECS ......... SPECIFICATIONS XX ............... DOUBLE EXTRA STRONG 1. STRUCTURAL STEEL SHAPES AND PLATES SHALL CONFORM TO A.S.T.M. A572 GRADE FTG ............. FOOTING MIN ..............MINIMUM SQ ...............SQUARE 01/25/19 SPECIFICATIONS. CONTT ........ CONSTRUCTION MISC MISCELLANEOUS STAGG ...:.....:.STAGGERED 11. WRITTEN DIMENSIONS (NOT SCALED DIMENSIONS) SHALL BE USED. 50 OR A992 WITH Fy = 50 KSI. .. GALV ........... GALVANIZED •••••••••••• • 2. STEEL PIPE COLUMNS AND OTHER STEEL PIPE STRUCTURAL MEMBERS SHALL CORK CORRIDOR M.F.O. METAL FRAMED OPENING STD STANDARD 12. TEMPORARY ERECTION BRACING AND SHORING SHALL BE PROVIDED AS REQUIRED NAILING AND FASTENERS CTR ............ CENTER GA GAUGE •••••..• CONFORM TO A.S.T.M. A53, GRADE B. DBL DOUBLE G.I. .............. GALVANIZED IRON MLB .............MICROLLAM BEAM STIFF ...........STIFFENER ON ALL STRUCTURES, ADEQUATE TO PROVIDE FULL STRUCTURAL STABILITY AND M.P.H. MILES PER HOUR STL STEEL r 3. STRUCTURAL STEEL TUBING SHALL CONFORM TO A.S.T.M. A500, GRADE B, Fy = 1. ALL NAILS AND FASTENERS SHALL BE CORROSION RESISTANT MEETING ASTM DET ............. DETAIL GLB ............. GLU-LAM BEAM •••••••••• r• SAFETY. BRACING SHALL NOT BE REMOVED UNTIL THE ELEMENTS ARE FULLY GLP GLU-LAM PURLIN MTL ............. METAL S.S. ............. SELECT STRUCTURAL SYMBOLS _ 46 KSI. A153 CLASS D, HOT DIP GALVANIZED AND BE ACRYLIC ADHESIVE OR DF .............. DOUGLAS FIR STRUCTURAL CONNECTED AND ARE CAPABLE OF SUPPORTING THE DESIGN LOADING. 4. BOLTS SHALL CONFORM TO A.S.T.M. A307, UNLESS NOTED OTHERWISE. WHERE THERMAL PLASTIC RESIN LATEX ADHESIVE COATED. D.F. DRINKING FOUNTAIN GYP BD .........GYPSUM BOARD (N) "'.......... NEW NOT IN CONTRACT SYMUCT STRUCRICAL @ AT •' 13. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE HDR N.I.C. RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF HIGH STRENGTH (H.S.) BOLTS ARE SPECIFIED, THEY SHALL BE MINIMUM 3/4" 2. ALL NAILS SHALL BE 16d (0.148 DIAMETER) HELICAL THREAD NAILS, WITH DIAG ........... DIAGONAL HEADER N0. NUMBER T & B TOP & BOTTOM CENTER LINE :. CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND DIAMETER AND CONFORM TO A.S.T.M. A325 SC CLASS A UNLESS NOTED MINIMUM BENDING YIELD STRENGTH OF F�'B = 90,000 PSI, U.N.O. DIAPH DIAPHRAGM HKR HOOKER N.S. NELSON STUD OR NEAR SIDE T & G ......... TONGUE & GROVE 0 .............. DIAMETER 3. NAILING OTHER THAN ROOF OR FLOOR DIAPHRAGM SHOWN ON THE DIA ............... DIAMETER """"""" N.T.S. NOT TO SCALE TEMP TEMPERED PLATE OR PROPERTY LINE PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE OTHERWISE ON THE PLANS. THE INSTALLATION OF H.S. BOLTS SHALL BE . DIMENSION HORIZ ..........HORIZONTAL •� _ �� '"' M DRAWINGS SHALL BE IN ACCORDANCE WITH TABLE 2304.9.1 OF THE CBC. DIM O.C. ON CENTER STEP IN FOOTING I_ LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL INSPECTED BY A REGISTERED DEPUTY INSPECTOR APPROVED BY THE BUILDING H.P. .............HIGH POINT DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM DEPARTMENT. 4. NAILS FOR ROOF AND FLOOR SHEATHING SHALL HAVE A MIN OF 1Y2 ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE 5. ALL BOLTS HOLES IN STEEL MEMBERS SHALL BE STANDARD HOLES, U.N.O. PENETRATION INTO THE FRAMING MEMBERS. FL F - PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING 6. STRUCTURAL STEEL "NELSON" STUDS SHALL BE MANUFACTURED FROM C1015, 5. ALL HARDWARE SHALL BE CORROSION-RESISTANT COMPLYING WITH HDG G185 FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. C1017 AND C1020 COLD DRAWN STEEL CONFORMING TO A.S.T.M. A108-58T. FINISH AND BE MANUFACTURED BY "SIMPSON STRONG-TIE CO., INC." (OR f Y 14. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION NOT TO UNDERMINE ANY 7. LIGHT GAUGE STEEL MEMBERS SHALL CONFORM TO A.S.T.M. STANDARDS AS APPROVED EQUAL), AND SHALL HAVE A VALID ICC NUMBER ON THE ADJACENT STRUCTURE DURING THE COURSE OF CONSTRUCTION. FOLLOWS: PRODUCT. ANY DEVIATION FROM THE APPROVED PRODUCTS MUST BE 15. CLEAN UP: NO PAINT, PLASTER, CEMENT, SOIL, MORTAR OR OTHER RESIDUE SHALL BE ALLOWED TO ENTER THE BAY, STREETS, GUTTERS OR STORM DRAINS. A) FOR 18 GA. THICK AND LIGHTER STEEL A446, GRADE A (GALVANIZED) APPROVED BY THE BUILDING DEPARTMENT, NOT BY THE FIELD INSPECTOR. s - ALL MATERIALS & WASTE SHALL BE REMOVED FROM THE SITE, NBMC 17.32.020. OR A570, GRADE 33 OR A611, GRADE C - ALL HAVING MINIMUM OF 33 KSI 6. ALL HARDWARE SHALL BE INSTALLED PER MANUFACTURER'S :. 16. DEMOLITION: ALL MATERIAL FROM THE EXISTING BULKHEAD THAT IS NOT USED YIELD STRENGTH. RECOMMENDATIONS. BLIND NAILING SHALL NOT BE ACCEPTABLE AND WILL BE AS FILL SHALL BE REMOVED FROM THE SITE & DISPOSED OF IN AN OFFICIAL B) FOR 16 GA. THICK AND HEAVIER STEEL A446, GRADE D (GALVANIZED) REJECTED. DUMP SITE. OR A570, GRADE 50 OR A607, GRADE 50 - ALL HAVING MINIMUM OF 50 KSI 7. WHERE MECHANICAL OR ADHESIVE ANCHORS/DOWELS ARE INDICATED ON 17. SEE THE LATEST "GENERAL GRADING SPECIFICATIONS" OF THE BUILDING YIELD STRENGTH. DRAWINGS: DEPARTMENT FOR THE CITY'S: GENERAL NOTES, EROSION CONTROLS, REQUIRED 8• FABRICATION AND ERECTION SHALL CONFORM TO THE 14th EDITION OF A.I.S.C. A) MECHANICAL ANCHORS SHALL BE STAINLESS STEEL HILTI KWIK BOLT KB-TZ a INSPECTIONS, GRADING FILLS/CUTS & ALL NECESSARY DOCUMENTATION. SPECIFICATIONS. AND BE INSTALLED IN ACCORDANCE WITH ICC ESR-1917 18. POOLS, SPAS, FENCES, PATIO COVERS AND OTHER FREESTANDING STRUCTURES 9. ALL HOLES FOR BOLTS IN STRUCTURAL STEEL SHALL BE DRILLED OR PUNCHED. B) ADHESIVE ANCHORS SHALL BE HILTI STAINLESS STEEL "HIT-HY 200 MAX-SD" REQUIRE SEPARATE REVIEWS AND PERMITS. BURNING OF HOLES SHALL NOT BE PERMITTED. ADHESIVE INSTALLED IN ACCORDANCE WITH ICC ESR-3187 OR 19. ALL A.S.T.M. SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE IN 10. ALL STEEL SHALL BE STAINLESS, HOT DIP GALVANIZED OR EPDXY COATED. STAINLESS STEEL SIMPSON STRONG-TIE "SET-XP EPDXY" ADHESIVE ACCORDANCE WITH THE LATEST ISSUE OF THE A.S.T.M. INSTALLED IN ACCORDANCE WITH ICC ESR-2508. 20. OBSERVATION VISITS TO THE PROJECT SITE BY THE ENGINEER SHALL NOT BE WELDING C) HOLES SHALL BE DRILLED WITH NON-REBAR-CUTTING DRILL BITS. CONSTRUED AS ANY INSPECTION AS REQUIRED BY CODE. D CONTINUOUS INSPECTION IS REQUIRED FOR THE INSTALLATION OF THE ALL ISSUANCE OF A BUILDING PERMIT BY THE CITY Q0 1. ALL WELDING SHALL BE DONE USING THE SHIELDED ELECTRIC ARC PROCESS BY ) Q0 CERTIFIED WELDERS, USING E70XX ELECTRODES. ANCHORS/DOWELS BY A REGISTERED SPECIAL INSPECTOR APPROVED BEACH DOES NOT RELIEVE APPLICANTS OF THE 2. WELDING OF STEEL REINFORCING BARS SHALL BE DONE WITH LOW HYDROGEN BY THE BUILDING DEPARTMENT. THE INSPECTOR SHALL VERIFY THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS, FOUNDATIONS CONDITIONS AND RESTRICTIONS WHICH MAY BE ; � ELECTRODES, A233, CLASS E70XX SERIES. INSTALLATION OF ANCHORS/DOWELS IN ACCORDANCE WITH RECORDED AGAINST THE PROPERTY OR TO J 1. THE CONTRACTOR SHALL ESTABLISH ALL CONSTRUCTION LINES AND PROCEED WITH 3. WELDS REQUIRING CONTINUOUS OR PERIODIC SPECIAL INSPECTION NEED NOT HAVE MANUFACTURER'S RECOMMENDATIONS INCLUDING CLEANLINESS OF DRILL OBTAIN PLANS. YOU SHOULD CONTACT YOUR Q THE EXCAVATION OF ALL FOOTINGS AS CALLED FOR ON THE DRAWINGS. SPECIAL INSPECTION WHEN WELDING IS DONE IN AN APPROVED FABRICATOR'S HOLES AND PROPER EMBEDMENT. COMMUNITY ASSOCIATION PRIOR TO U m U 2. FOOTINGS SHALL BEAR ON NATURAL UNDISTURBED UNIFORM EARTH OR ENGINEERED SHOP, HOWEVER, THE APPROVED FABRICATOR MUST SUBMIT A CERTIFICATE OF E) UNLESS NOTED OTHERWISE ON THE DRAWINGS, USE MINIMUM %" DIAMETER COMMENCEMENT OF ANY CONSTRUCTION z Q = COMPACTED FILL. COMPLIANCE IN ACCORDANCE WITH THE SECTION 1704.2.2 OF THE CBC. AT 24" ON CENTER WITH A MINIMUM OF 5" EMBEDMENT. AUTHORIZED BY THIS PERMIT. Q 0 C)3. NO REINFORCING STEEL AND NO CONCRETE SHALL BE PLACED IN ANY EXCAVATION 4. SPECIAL INSPECTION IS REQUIRED FOR ALL FIELD WELDINGS. J Q PRIOR TO APPROVAL BY THE BUILDING DEPARTMENT. PRIOR TO PERFORMING ANY WORK IN THE CITY 4. THE TOP OF ALL EXCAVATIONS SHALL BE PROTECTED AGAINST HEAVY SURCHARGE RIGHT-OF-WAY AN ENCROACHMENT PERMIT MUST zLjj LOADS AND FROM EROSION DUE TO RAINFALL OR SURFACE RUN-OFF DURING THE CONCRETE ANCHOR RODS BE OBTAINED FROM THE PUBLIC WORKS 0 Z m m ENTIRE CONSTRUCTION PERIOD. DEPARTMENT. _�5 Q 5. THE SOILS REPORT DESCRIBED UNDER ITEMS No.7 BELOW SHALL BE A PART OF 1. ALL CONCRETE MIX DESIGNS, CONFORMING TO CHAPTER 19 OF ACI 318-14, TABLE 1. ANCHOR RODS/TIE-RODS SHALL CONFORM TO A.S.T.M. A722-95 GR 150 J (n THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL OBTAIN THE SOILS 19.3.2.1, CATEGORY (C) & CLASS C2 PER TABLE 19.3.1.1 OF ACI 318-14, SHALL BE TYPE II THREADED REBAR AS MANUFACTURED BY DYWIDAG-SYSTEMS Q Q 0 REPORT AND COMPLY WITH ALL RECOMMENDATIONS THEREIN. SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL BEFORE ANY CONCRETE IS INTERNATIONAL (DSI) WITH DOUBLE CORROSION PROTECTION. G W W 6. PAD PREPARATION SHALL BE IN ACCORDANCE WITH THE SOILS REPORT. THE PLACED. ALL CONCRETE MIXES SHALL HAVE A MINIMUM CEMENT CONTENT OF 6.0 2. ROD TENSIONING:AFTER BACKFILLING & COMPACTING TO TOP OF ANCHOR t PAD SHALL BE INSPECTED AND APPROVED BY THE SOILS ENGINEER PRIOR TO SACKS OF CEMENT PER CUBIC YARD OF MIX. ALL CONCRETE MIXES SHALL BE BEAM, TENSION RODS TO 1,000#. COMPLETE BACKFILL & COMPACTION TO W z CD PLACING ANY CONCRETE. THE PAD SHALL BE KEPT MOIST PRIOR TO THE CERTIFIED BY A CONCRETE TESTING LABORATORY AND SIGNED BY A CALIFORNIA ROUGH GRADE & TENSION RODS TO 5 (VLjj PLACING OF CONCRETE. REGISTERED CIVIL ENGINEER. ,000#. o Z 7. FOUNDATION DESIGN IS BASED ON THE RECOMMENDATIONS CONTAINED IN THE SOILS 2. CONCRETE SHALL HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 5000 PSI AND REPORT ON FILE WITH THE BUILDING DEPARTMENT. A 0.40 WATER-TO-CEMENT RATIO. 3. CONCRETE GROUT SHALL HAVE THE SAME COMPRESSIVE STRENGTH AS THE OTHER GENERAL SPECIAL INSPECTIONS P a SOILS REPORT PREPARED BY:................................ EGA CONSULTANTS, INC. CONCRETE AND SHALL BE A SUITABLE MIX CONSISTING OF PEA GRAVEL, SAND, 4` ADDRESS: ............................................................... 375-C MONTE VISTA AVENUE CEMENT AND WATER. MAXIMUM SLUMP SHALL BE 5 INCHES. AN APPROVED 1. PERIODIC (NON-CONTINUOUS) OR CONTINUOUS SPECIAL INSPECTION BY A CITY �$y COSTA MESA, CA 92627 SUPERPLASTICI ZING ADMIXTURE MAY BE ADDED TO INCREASE THE SLUMP TO MAXIMUM CERTIFIED DEPUTY INSPECTOR IS REQUIRED FOR THE FOLLOWING: ��• PHONE NUMBER: (949) 642-9309 7.5 INCHES. GROUT UNDER STEEL COLUMN BASE PLATES SHALL BE "RAPID-SET" OR A) SITE CONCRETE WORK (COPING & ANCHOR BEAM) :...........CONTINUOUS. W ••••••••••••••••••••••••••••••........................•••• "FIVE STAR GROUT" OR APPROVED EQUAL. B) INSPECT SHEET PILE FOR LENGTH & DAMAGE : .................NON-CONTINUOUS.FAX NUMBER: (949) 642-1290 ��� Q 4. CONCRETE SHALL BE DESIGNED FOR PERMEABILITY, STRENGTH, CHEMICAL STABILITY C) T & G LOCKING OF PANELS :................................................NON-CONTINUOUS. 10 AND ABRASION RESISTANCE, APPROPRIATE FOR ITS APPLICATION. PORTLAND CEMENT D) ANCHOR ROD TENSIONING :....................................................CONTINUOUS. �.•- '�; SOILS REPORT DATE: .....................................................07/30/18 SHALL CONFORM TO ASTM C 150 TYPE I OR TYPE II MODIFIED, AND LOW ALKALI. E) GROUTING OF PVC SLEEVES :................................................NON-CONTINUOUS. >_ SOILS REPORT NUMBER: ................................................HD134.1 CHEMICAL ADMIXTURES SHALL CONFORM TO ASTM C 494. CHEMICALS DESIGNED TO F) PILING INSTALLATION :................ .. .......NON-CONTINUOUS. Q LIMIT CORROSION OF INTERNAL REINFORCING MAY BE USED. AIR ENTRAINMENT G) HELICAL ANCHORS INSTALLATION IN ACCORDANCE WITH 2104 East Balboa Z ADMIXTURES SHALL CONFORM TO ASTM C 260. COARSE AND FINE AGGREGATE SHALL Q _ SECTION 2.4.2. OF ICC ER-2794:................... . . . . NON-CONTINUOUS. 1 GRADING NOTES CONFORM TO ASTM C 33, AND ASTM C 330 WHERE LIGHTWEIGHT AGGREGATES ARE USED. LIGHTWEIGHT AGGREGATE, IF USED, SHALL CONSIST OF EXPANDED AND COATED SPECIAL INSPECTION IS REQUIRED FOR SEAWALL PANEL CONCRETE IF NOT CAST Boulevard C)IN A CERTIFIED YARD. C) SHALE OR EQUIVALENT MATERIAL OF SUFFICIENT STRENGTH AND DURABILITY TO 41 W 1. THE ANTICIPATED TOTAL VOLUME OF CUT AND FILL FOR SEAWALL CONSTRUCTION 2. CONTINUOUS SPECIAL INSPECTIONS IS REQUIRED FOR THE INSTALLATION OF ON THIS PROJECT WILL BE GREATER LESS 50 CUBIC YARDS. THUS, GRADING PROVIDE CONCRETE OF THE REQUIRED STRENGTH. ANCHOR BOLTS, ADHESIVE ANCHOR BOLTS, ADHESIVE DOWELS AND 'p 0 5. CONCRETE TEST SAMPLES SHALL BE TAKEN IN ACCORDANCE WITH A.S.T.M. AND CBC Q PERMIT IS NOT REQUIRED. MECHANICAL ANCHORS IN ALL CONCRETE AND MASONRY WORKS. �_ t Q STANDARDS. RESULTS OF THE 7 & 28 DAY TESTS SHALL BE SUBMITTED TO THE U W 2. WHEN A GRADING PERMIT & PLANS ARE REQUIRED, IF NO GRADING IS ADDRESSED 3. SPECIAL INSPECTIONS SHALL BE DONE BY ONE OR MORE REGISTERED DEPUTY '� ON THE PLANS - SEE THE CIVIL & ARCHITECTURAL PLANS FOR THE FINISH ENGINEER FOR HIS RECORDS. SLUMP TESTS ARE REQUIRED FOR ALL TEST SAMPLES f, AND MUST ALSO BE REPORTED. ADDITIONALLY, ALL LIGHT WEIGHT CONCRETE SAMPLES (SPECIAL) INSPECTORS, APPROVED BY THE BUILDING DEPARTMENT ONLY, 0) Z 0 GRADING ON THE SHORE SIDE OF THE BULKHEAD. HIRED AND PAID FOR BY THE OWNER. PROJECT 3. APRE-GRADING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF MUST HAVE THEIR IN-PLACE DENSITIES DETERMINED AND REPORTED. 4. SITE VISITS CONDUCTED BY THE ENGINEER ARE MERELY FOR OBSERVATION � J Cfl 0 GRADING WITH THE FOLLOWING PEOPLE PRESENT:OWNER, GRADING CONTRACTOR, 6. SIDES OF FOOTING PADS MAY CI POURED AGAINST STABLE EARTH. PURPOSE ONLY AND DO NOT CONSTITUTE AN INSPECTION. SITE � w (� 0 N z DESIGN CIVIL ENGINEER, SOILS ENGINEER, GEOLOGIST, CITY GRADING ENGINEER OR 7. SLURRY CONCRETE, WHERE SPECIFIED OR USED, SHALL HAVE A MINIMUM CEMENT � .� CONTENT OF 1.5 SACKS OF CEMENT PER CUBIC YARD OF MIX. 5. TWO (2) PROPERLY COMPLETED AND SIGNED COPIES OF THE SPECIAL THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE INSPECTION AGREEMENT MUST BE SUBMITTED TO THE PERMIT SERVICES U x Q J MEETING. 8. SEE 9. CONCRETE FORMRAL WORKOTES FOR TOLERANC OLORED OR HALL BE INTURED CONCRETE.ACCORDANCE WITH CBC AND A.C.I. CQ�n w LU m DIVISION PRIOR TO ISSUANCE OF THE PERMIT. 4. A PRE-PAVING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF �C@ p• U STANDARDS. 6. AS A MINIMUM, THE DEPTH OF THE SEAWALL EMBEDMENT INTO THE GROUND an,91vd Lookout Point W = w GRADING WITH THE FOLLOWING PEOPLE PRESENT:GST,OWN I GRADING CONTRACTOR, 10. ALL STEEL REINFORCING, ANCHOR BOLTS, DOWELS AND OTHER INSERTS SHALL BE SHALL BE AS SHOWN ON ELEVATIONS ON (SW-1) AND MUST BE ACCURATELY = Q = z DESIGN CIVIL ENGINEER, SOILS ENGINEER, GEOLOGIST, CITY GRADING ENGINEER OR SECURED IN POSITION AND INSPECTED BY THE LOCAL BUILDING DEPARTMENT MEASURED BY THE DEPUTY INSPECTOR. A COPY OF THE MEASUREMENT MUST BE t� J 0 W THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE INSPECTOR, PRIOR TO THE PLACING OF ANY CONCRETE. SUBMITTED TO THE CITY & THE ENGINEER OF RECORD. m U MEETING. 5. THE PROJECT GEOTECHNICAL ENGINEER SHALL INSPECT & APPROVE ALL AREAS 11. ALL NECESSARY BRACES, STRONGBACKS, PICK-UP INSERTS, BOLTS, ETC., FOR 7. SPECIAL INSPECTION IS REQUIRED FOR ALL NEW CONCRETE AND MASONRY OC', J Q 0 CONSTRUCTION, INCLUDING REINFORCING STEEL. LU CO Q W _J PRIOR THE THE PLACEMENT OF ANY FILL. PRECAST CONCRETE PANELS SHALL BE DESIGNED BY OTHERS FOR SAFE ERECTION OF � 6. ALL FILLS SHALL BE INSPECTED, TESTED & APPROVED BY THE GEOTECHNICAL THE PANELS. �+ 0J co coQ ENGINEER VERIFYING MINIMUM OF 90% REQUIRED RELATIVE COMPACTION AS WELL 12. NO CALCIUM CHLORIDE SHALL NOT BE USED IN ANY CONCRETE. Corona del Mar 11� J [--• oC AS STABILITY. 13. ALL CONCRETE TO BE CURED FOR A MINIMUM OF 3 DAYS BY A METHOD ACCEPTABLE CAISSON INSTALLATION PROCEDURES State Beach 0 Q w � p 7. ALL EXCAVATIONS FOR ANCHORS SHALL BE INSPECTED & APPROVED BY THE TO THE ENGINEER. FORMS MAY BE STRIPPED ONLY AFTER THE CONCRETE HAS LL Q 0 C)U.N.O. GEOTECHNICAL ENGINEER PRIOR TO PLACING CONCRETE. ATTAINED MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 1. DRILL SHAFT BY UTILIZING CONTINUOUS FLIGHT AUGER (CFA) TECHNIQUE. DRILL TO z W W C) 14. CHAMFER EXPOSED CORNERS 34" PROPOSED TIP ELEVATION. PLACE 4500 PSI CONCRETE IN SHAFT AS THE r 8. TEMPORARY EROSION CONTROL PLANS ARE REQUIRED FROM OCTOBER 15 TO MAY CONTINUOUS FLIGHT AUGER IS BEING WITHDRAWN. CONTINUE PLACEMENT OF nor - Q 15. CONCRETE UNTIL THE SHAFT IS COMPLETELY FILLED UP TO TOP OF CAISSON. PLACE LJ LLI C) W 9. EROSION CONTROL DEVICES SHALL BE AVAILABLE ON-SITE BETWEEN OCTOBER 15 AND MAY 15. SOLDIER PILE BEAM OR REBAR CAGE PER SW-1 AND SW-2. VICINITY MAP of U) N Z w 10. BETWEEN OCTOBER 15 AND MAY 15, EROSION CONTROL MEASURES SHALL BE IN 2. START INSTALLATION OF DYWIDAG THREADBARS AT LEAST 5 DAYS AFTER CONCRETE PLACE AT THE END OF EACH WORKING DAY WHENEVER THE FIVE-DAY PROBABILITY PLACEMENT HAS BEEN COMPLETED, BUT NOT PRIOR TO THE CONCRETE HAS OF RAIN EXCEEDS 30 PERCENT. DURING THE REMAINDER OF THE YEAR, THEY ATTAINED MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. SCOPE OF WORK: - Q SHALL BE IN PLACE AT THE END OF THE WORKING DAY, WHENEVER THE DAILY \ 00 O RAINFALL PROBABILITY EXCEEDS 50 PERCENT. SEE DETAILS N & T ON SHEET 1. TO REINFORCE THE EXISTING SEAWALL BY UTILIZING NEW DYWIDAG TIE-BACKS L c SW-2. CONCRETE REPAIR CONNECTING THE SEAWALL TO NEW CONCRETE CAISSONS PLACED BEHIND IT. N w o IL 11. LANDSCAPING PLANS SHALL BE SUBMITTED FOR APPROVAL, WORK COMPLETED AND 2. TO RAISE TOP OF THE EXISTING SEAWALL TO +10.05'NAVD88 AS REQUIRED A CERTIFICATE OF CONFORMANCE RECEIVED BY THE CITY GRADING ENGINEER PRIOR AFTER THE REINFORCING OF THE EXISTING SEAWALL IS COMPLETED IN o z Y TO CLOSURE OF PERMIT, UNLESS WAIVED BY THE CITY GRADING ENGINEER. COMPLIANCE WITH THE REQUIREMENTS AS SHOWN ON THIS SET OF DRAWINGS, IT BY THE CITY OF NEWPORT BEACH. W 12. TEMPORARY DESILTING BASINS, WHEN REQUIRED, SHALL BE INSTALLED AND IS RECOMMENDED THAT THE OWNER SHALL HIRE A COMPANY SPECIALIZING IN Q o _ MAINTAINED FOR THE DURATION OF THE PROJECT. STRUCTURAL PRESERVATION TO FIX THE CURRENT CRACKS, WHERE OCCUR, AT 0 13. DATUM: ALL ELEVATIONS ARE BASED ON MLLW AND/OR NAVS88 DATUM. THE EXISTING CONCRETE WALL. NOTE TO THE BIDDERSO AFTER THOROUGHLY EXAMINING THE CONSTRUCTION DOCUMENTS AND THE SITE: SHEET OF 1. NOTIFY THE ARCHITECT AND/OR THE ENGINEER IN WRITING, REGARDING ALL Q DISCREPANCIES REQUIRING CLARIFICATION, PRIOR TO THE "BID SUBMITTAL". z 2. IF THE ARCHITECT AND/OR THE ENGINEER IS NOT NOTIFIED, AS REQUIRED PER - ITEM #1 ABOVE, IT SHALL MEAN THAT THE CONTRACTOR HAS CONSIDERED Sw_0 ADEQUATE CONTINGENCY IN HIS BID TO COVER ALL COSTS TO COMPLY WITH THEJ MOST STRINGENT CONDITIONS. 3. THE CONTRACTOR SHALL NOT BE ENTITLED TO ANY ADDITIONAL COMPENSATION LLJ FOR ANY DISCREPANCY DISCOVERED AFTER THE "CLOSE OF THE BID". LEI CITY OF NEWPORT BEACH o =_ COMMUNITY DEVELOPMENT DEPARTMENT I BUILDING DIVISION Eg STRUCTURAL OBSERVATION GENERAL NOTES p D 1. STRUCTURAL OBSERVATION IS REQUIRED FOR THIS PROJECT IN 7, IF THE CITYS FORM IS NOT USED.REPORTS SHALL BE ON STRUCTURAL €� ACCORDANCE NTH CBC 1710.STRUCTURAL OBSERVATION IS THE VISUAL OBSERVER'S LETTERHEAD,STATE SITE ADDRESS,PLAN CHECK S PERMIT "e OBSERVATION OF THE STRUCTURAL SYSTEM BY A LICENSED DESIGN NUMBERS,STAGES&ELEMENTS OBSERVED.DATE OBSERVED,E COMPLETEPROFESSIONAL FOR � OODNSTRU NDOCUMENTSE ALL STRUCTURAL OBSERVATION CONFORMANCE i0 THE APPROVED B- A �ACT Q RfMT ION VA A7ON REPORTS,REGARDLESS OF FORM USED, w a z EAST B ALB 0 A B LV D 2. STRUCTURAL OBSERVATION DOES NOT WAIVE THE RESPONSBUTY FOR THE SHALL INCLUDE THE LICENSE STAMP&SIGNATURE OF THE STRUCTURAL a€ REQUIRED NSPECTIDNS BY THE CITY OF NEWPORT BEACH, OBSERVER RESPONSIBLE FOR THE PROJECT. U XR U 3. THE OWNER SHALL EMPLOY A LICENSED DESIGN PROFESSIONAL TO PERFORM 9. EACH STRUCTURAL OBSERVATION REPORT SHALL BE GIVEN TO THE OWNER p 6 1 J STRUCTURAL OBSERVATION SITE VISITS.AND TO ISSUE ALL STRUCTURAL OR OWNER'S REPRESENTATIVE.PROJECT CONTRACTOR,AND THE BUILDING OBSERVATION REPORTS. INSPECTOR. O U IGN E Z 4. THE DES ENGINEER SHALL IDENTIFY THE REQUIRED IT IRED STRUCTURAL 10. THE CONTRACTOR SHALL RESOLVE ALL DEFICENCIES THE FM1AL � �� U OBSERVATION SITE VISITS ON THE STRUCTURAL OBSERVATION SCHEDULE. STRUCTURAL OBSERVATION REPORT ISSUED PRIOR TO FINAL INSPECTION OR In = ao U 5. THE REQUIRED SITE VISITS SHALL AT A MINIMUM INCLLIDE THE FOLLOWING: ACCEPTANCE OF STRUCTURAL WORK BY THE BUILDING INSPECTOR. > g>t: Q A. OBSERVATION OF THE FOUNDATION SYSTEM PRIOR TO FINAL CONCRETE 11, THE FINAL STRUCTURAL OBSERVATION REPORT SHALL STATE THAT THE W z �1 I POUR; STRUCTURAL SYSTEM CONFORMS TO THE APPROVED CONSTRUCTION I I I PARTIAL FOOTPRINT OF THE III III �I ` U. Os�PT�EABUILDING�MFRAMINGINN�ECA1��THE c rr DOCUMENTS d THAT ALL PREVIOUSLY OBSERVED DEFICIENCIES HAVE BEEN o� � I I I 1 1ST FLOOR OF THE II III II II C. FINAL OBSERVATION OF THE COINFLETED STRUCTURE 1Y. FINAL INSPECTION OR OTHER ACCEPTANCE OF THE STRUCTURAL SYS•TEM I AODMONAL SITE VISITS MAY 9E NEEDED AS DETERMINED BY THE DESIGN BY THE CHIEF BUILDING OFFICIAL,OR DESIGNEE.WILL NOT OCCUR UNTIL THE / € I III PROPOSED STRUCTURE I I I� III Y ,( ENGINEER OR STRUCTURAL OBSERVER. FINAL STRUCTURAL OBSERVATION REPORT IS RECEIVED. Em •O III (UNDER SEPARATE PERMIT) 1 I II III " I 5. THE STRUCTURAL OBSERVER 11 THE LICENSED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL =�g REPORT FOR EACH STAGE OF CONSTRUCTION OBSERVED-THE CITY OF PREPARE ALL CONSTRUCTION DOCUMENT CHANGES RELATING TO THE mA I I III 111 I6 IIII A/ I NEWPORT BEACH "STRUCTURAL OBSERVATION REPORT' FORM, OR A STRUCTURAL SYSTEMS.RE1AEW d APPROVAL OF SUCH CHANGES BY THE o V SIMILARLY FORMATTED REPORT, STALL BE USED FOR ALL STRUCTURAL CHEF BUILDING OFFICIAL.OR DESIGNEE,SHALL BE OBTAIN BY THE DESIGN 1 1ST F.F. ELEV-+1 1.00'NAVD88 1 I II II J ► OBSERVATION REPORT- PROFESSIONAL ANOM CONTRACTOR PRIOR TO INSTALLATION ANLYOR o CONSTRUCTION OF EAU CHANGES g 6.W 1 II III I I� III I I STRUCTURAL OBSERVATION SCHEDULE QQ I � IIII III II III 1 �'�( ► I� SITEADDRESS: 2104 EAST BALBOA BLVD. (E) PL WALL III PC a a aV I 1 PARTIAL FOOTPRINT OF THE L _ J II �` 1 I BASED ONTHEPRO.JECT GOPEG PLEASE IDENT�THE ELIEFFENTSANDICR CONNECTIONS THHA REQUIRESTRUCTURAL OBSERVATION-SPECIFY THE INTERVAL o�g I ' OR STAGE OF CONSTRUCTION WHEN THE STRUCTURAL OBSERVATION WILL BE PERFCRIMED.II 1 1 BASEMENT AND SHORING OF 1 r — I I �( ` I I ARDIOR OFESS/ THE PROPOSED STRUCTURE I I TYPE STRUCTURAL ELEMENTS CONNECTIONS TO BE OBSERVED SCHEDULED INTERVAL DR STAGE OF CONSTRUCTIONQFZ 0� I IIII II 11 (UNDER SEPARATE PERMIT) 11 III I ��� j II ❑FOOT NGS,SUB FOUNDATION,ANCHORS ���� �6RISS, <<, , , , , , I l CO Q No.0 66947�❑MAT FOUNDATION,PRESTRESSED CONC.SLAB 3 ,u m — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --------� �\( y W J L' m I I I I I I — — — — — — — FI CAISSON,PILE,GRADE BEAM Cr-' p, O` 77 I z 'y CONCRETE CAISSONS, STEM WALL * l II III L 1 I 1 ' ®OTHER'AND TIE-BACKS PRIOR TO POURING CONCRETE LL - - - - - - - - - - - - — — El CONCRETE TF O� I L — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J III�D 9 CA��F OF ❑MASONRY �� `� X X X X X X N X N N N X N X N X N X X X N X X X N X N X N X X ► I(3= 11WOOD OR MANUFACTURED SHEAR PANELS 01/2 5/19 ,AI m I I V • ❑OTHER: ❑STEEL MOMENT OR BRACED FRAME I El CONCRETE MOMENT FRAME �O W WW�W WWWW W�y I �1 I I 1II1XI I►I�I JIII�I Cq �• PROPERTY 11 MMNR YWALL.FRAME r16) �4 ® L — — — — — — — — — — — — — — - -7 u C)LINE TYP ❑OER a� 11 CONCRETE p �NN(N) OUTDOOR FIREPLACE - - - - - - - - - - - - UNDER SEPARATE PERMIT (E) PL WALL El STEEL DECK El WOOD(E) DEADMAN & TIE-BACK WHERE ❑OTHER: OCCUR TYP. SEE B FINAL OBERVATON 8 REPORTFINALNOTES BELOW Do M STWCTUFTATMB 5 �1 41 N r- — — � L — J 1 F 110 IW • co ° � _ _ (N) POOL AND Caaa O7 W W W W W W I SPA UNDER I i�c9 W W W SEPARATE PERMIT I c9 V'• W y , ��' W W W W W I I I (N) 30" DI� CONIC � (N) 1Y4 O DYWIDAG l W W I L — — — CAISSON W/(12)#10 N. THREADBAR TIE-ROD W W I VERT & #� CLOSED �� TYP (TOTAL OF 6) W W W W I TIES @ 6"1 O.C. TYP _ L — — — — — — — — — — — — — — — — — — — — — — — — — — — 1L .V •Y W W `� ,y V W WT �y W W W W I W —. .y W —W—,� W W W W W W W W-— T .Y W .Y W W W W ,Y W --r -�W W W •Y W W W W I W / \ ; ,� �, 1 1 00 V N .y W W W W W .y .y W I i— W W .y .y ,Y W W W /,i ,y\ W W W W W //' \Y W W W W .Y I I \ /W W_ W Vj� _•� > (� W W W ' �\ W W W W W W W W W W W W 'W \\ W W W W W W •Y W I W/ W\L (N) PLANTER TYP W W W I W W W W W W W W �; \ / /r W W W V,IA W W W W W W W W W W W W I •L W W / W W W W W W W W W W .Y\\` W /W W W �' W W .y W Iy W �\ /-y -� W W W 4�_ `Y W ..11 „� —\ / ` W .Y ,Y U \U` CO I W W I \\W 7'/ ,Y W W W W W W W--- W W�\� `4 _�Y W W W W W W �• W �I� �.,� —„� W W W W W �`.y '!T W W ,Y TW_�Y-,Y W W W W W W W W W WI W -- -- •�® •� rY—W—W— � / W W W .L W TW W W I W ,Y W W W W _ —y —cp z O T J W •y i� — W - - 04°211 3" L= 73.38' R 955.40 I (E) BULKHEAD/SEAWALL m AT NEIGHBORING Q Q W II I I PROPERTY TO REMAIN APPLY DETAIL W- AT THE ENTIRE PERIMETER OF ANY Q z m m (E) BULKHEAD/SEAWALL I Sy�-2 TYP I _ _ I I AND BE PROTECTED EXCAVATED MATERIAL PILED UP AT THE PROJECT SITE IN J Q AT NEIGHBORING _ _ _ — — — — — _ _ _ _ — — — — — — — — — I I COMPLIAQNCE WITH ITEM 6 UNDER "EROSION CONTROL � J PROPERTY TO REMAIN I — _ — _ — — — — — — —I— — — — — — I I I NOTES" ON SHEET S-0. Q — Q 0 AND BE PROTECTED F V I I I I INSIDE FACE OF \ W (E) COPING w - - - z C) Lu(N) CONIC STEM WALL I — — — — — _- - - - - I_ _ - - - - - - - - - - � � o N Z 5'-0" OUTSIDE FACE OF 12'-8" 12'-8" 12 -8 (E) COPING & (N) 5-0" I 12'-8" 12'-8" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - STEM WALL I - - - - - - - - _ - - - - NOTES: I � 1. CONTRACTOR TO VERIFY EXACT LOCATION OF THE EXISTING TIE-BACKS AND NOTIFY ENGINEER OF II ( 73'4/8"f RECORD FOR POTENTIAL INTERFERENCE WITH PROPOSED CAISSONS. ADJUSTMENT OF CAISSONS Q LOCATIONS, IF REQUIRED, WILL BE PROVIDED BY THE Q ENGINEER. NoR �N 2. ALL EXISTING TIE-BACKS & DEADMEN SHALL REMAIN LJJ (E) FLOATING DOCK, IN PLACE UNTIL INSTALLATION OF NEW CAISSONS ll�_ PLATFORM ANEWPORT BAY GANGWAY ON REMAIN 3. T ED BACKSAN WHICH INTTER F RESWITH D.HE EPROPOSED U 5�6 POOL AND SPA CAN BE CUT AND REMOVED ON A Z 0 LATER DATE DURING POOL AND SPA CONSTRUCTION. J 0 0 N Z WLLLJJQ O SITE PLAN N.T.S. n m � � (E) SEAWALL, SEE SITE PLAN FOR LENGTH = Q = > E BULKHEAD SEAWALL E BULKHEAD SEAWALL 0 W TO REMAIN AND BE TO REMAIN AND BE 00 U J J Q W PROTECTED ' K TYP (N) GLASS I PROTECTED w inQ W (N) CONIC STEM WALL SW-2 GUARDRAIL TYP PROPERTY LINE TYP U J co m 06 _ _ _ _ T.O. (N)_CONC_STEM _WALL 0 Q of Q (E) CONIC COPING I L.L > Lu CL r----� r----� r----� r----� r----� r----� Lu 0 0 0 0 0 (N) ANCHOR COIN TYP � Lu �_ 1 I I I I I I I 1 (n N Z (n 1 I 1 1 1 1 1 1 1 1 1 I I I 1 1 I I I I 1 I I II I I I 11 1 1 I 1 1 I I I I I I I I (N) CONIC CAISSON I 1 1 I 1 1 1 BEYOND, TYP I I ; I I II I I I I I 6' - Q co � I (E) MUDLINE N N w L oa_ I 1 I 1 1 1 1 1 1 1 I 111 111 III— - III- III—III- Q o < _ ICI 111111111 ICI1 ICI I I III11 IIII I ICI I IIII11I I I I I I I1 I ICI IIII ICI 1 111 -1TI=111rt EII,I—III—IIII— 1-III-111�I I I 1= — I 1 11=IIII— I-I — 1 11 I , 1—II — 1 1 I II III—III—III III 111 11 I -1 I I III-1 I ICI 11=1 11=IIII— 1 1 I I 1 I I I I I I 11 I 1 1 1 I I 1 I = I I SHEET OF I I I I I I I I I I I I I II I I I II I I I I I I I I I I I � I I I Q I I 1 1 1 I I 1 1 1 I I II 1 I I 11 1 1 I 1 1 I I I I I 1 I 1 I 1 I I 1 1 I I I E----J E----J L----U L----J L----J L----J sw— 1 BULKHEAD/SEAWALL ELEVATION N.T.S. V a_ (N) GLASS GUARDRAIL & 10" R 4 t 10 CONT TOP RAIL ,L, CONC STEM WALL, SEE DETAIL PLANTER WIDTH VARY (N) BLDG WALL, CONC Q PER ARCHT MIN Y2 THICK FULLY TEMPERED - SLABS, WALL & BIRD PROTECTION GLASS SHORING UNDER o EPDXY COATED PANELS WITH MIN Fb=14 KSI. (N) OUTDOOR IIII SEPARATE PERMIT Em #4 CONT HORIZ INSTALL CONT POLYVINYL H N Q FIREPLACE UNDER o g SEPARATE PERMIT. A 1is m © MAX 12" O.C. CHLORIDE SETTING BLOCK AT T c� SEE PLAN FOR - Wa - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LOCATION � - - - - - - - - - - - - - - - - - - - - - J � BOT OF CONT 1Y2" WIDE X 3Y2" z 0 _ w Z CHAMFER DEEP GROOVE CENTERED AT `�" T.O. N WALL ELEV=+10.10'f I I Z TYP CONIC AND FILL ABOVE WITH _ _ _ _ _ _ _ _ » c� J NAVD88=+10.28' MLLW '"' I � - - - - - - - � I � RAPID SET OR POR-ROC o I I I J I I I r - U' L- S. NON SHRINK GROUT c, z o � Lo (N) 10" THICK I _I ,.w E.G.=(N).G. 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SEAL PANEL JOINTS AT I.�: �r BELOW TIE-BACK BAYWARD FACE OF PANELS 1 4 ..1 TO AVOID SOIL MIGRATION 1 1 -H I I I I F Of CA\_\F ° I °4a 01 /25rr/ 19 (N) REINFORCED • CONC CAISSON, SEE � lip) MEAN LOWER LOW WATER DETAIL P CLOSED TIES =+0.00' M.L.LW. I I I c a PER CAISSONS . NOTE ON PLAN - IJDp I I v a° (E) SEAWALL I I I �� L PANEL TYP I I I (E) SEAWALL�1 =_ I° I I I I - - - - - - - - - - - - (E) MUDLINE I _ r r' al III=11 — I 1 1 11-11= l d° 1 —iii=1��=1�l=III-1�l-III=1�l-� I I — — — — — — — — — — — — — — — —1=1 11= — —TI=1 I—I 1=1 I—I r z I r .1 J ., '-III—III—III—III � � I I a 1—lil l L — ' o z I — 1 � �a' \_ w �I 1 a 1 N °° — — 1 . a < — — 1 1 ° a1 I a 1 w I I 1 41 0 I I cfl o la a s L J j rn 1 1 N.T.S. U m U o E MUDLINE i TYPICAL SECTION c ) 1 K z o = 1 61tt Q m Q z ° 1 CORE DRILL (E) CONC z Q W J T- 5" SCH40 PVC SLEEVE COPING PER PLAN Z m m �� Iyllyl Q o 1 MIN I Q TYP 6 t Q Q ° a DYWIDAG THREADBAR I a I BLOCKOUTJ w >� la 1 PER PLAN I BLOCKOUT CAISSON FOR O_ a I ANCHOR CONN. 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