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HomeMy WebLinkAboutSUP 2018-0008; MACINNES DOCK IMPROVEMENT; Planning Commission' m GENERAL REQUIREMENTS 1. CONSTRUCTION SHALL BE IN CONFORMITY WITH THE 2016 EDITION OF THE CALIFORNIA BUILDING CODE (CBC) AND ALL APPLICABLE LOCAL AND STATE CODES AND ORDINANCES. 2. SITE INSPECTION: THE CONTRACTOR SHALL EXAMINE THE PROJECT SITE & SHAUL VERIFY ALL DIMENSIONS, LOCATIONS & ELEVATIONS OF THE EXISTING CONSTRUCTION.THE CONTRACTOR SHALL ALSO DILIGENTLY INVESTIGATE THE SITE FOR THE POSSIBLE EXISTENCE & LOCATION OF UNDERGROUND UTILITIES, PRIOR TO ORDERING ANY MATERIAL AND/OR COMMENCING WORK AND SHALL REPORT ANY DISCREPANCIES TO "PMA CONSUL TING, INC." HEREINAFTER CALLED "THE ENGINEER". 3. CONTRACTOR SHALL PROVIDE BARRICADES AND PEDESTRIAN PROTECTION AS REQUIRED BY STATE AND LOCAL CODES. 4. CONTRACTOR SHALL CONSULT WITH REPRESENTATIVES OF CITY AND UTILITY COMPANIES CONCERNING AVAILABLE FACILITIES BEFORE COMMENCING WORK OR CONNECTING TO SEWER, PIPING OR WIRING, ETC., AND REPORT ANY PROBLEMS TO THE ENGINEER. 5. CONTRACTOR SHALL FULLY PROTECT ALL ADJACENT PROPERTIES BEFORE COMMENCING ANY WORK. 6. OMISSIONS OR CONFLICTS BETWIEEN VARIOUS ELEMENTS OF THE DRAWINGS, NOTES, AND DETAILS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND RESOLVED BEFORE PROCEEDING WITH THE WORK. 7. CONTRACTOR SHALL INSTALL TEMPORARY TOILETS BEFORE START OF JOB. 8. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES. 9. TYPICAL DETAILS SHOWIN SHALL APPLY WHERE NO SPECIAL DETAIL IS SHOWN. WHERE A DETAIL, TYPICAL DETAIL, SECTION, TYPICAL SECTION, OR A NOTE IS SHOWIN FOR ONE CONDITION, IT SHALL ALSO APPLY FOR ALL LIKE OR SIMILAR CONDITIONS UNLESS NOTED OTHERWISE. 10. DRAWINGS TAKE PRECEDENCE OVER SPECIFICATIONS. DETAILED DRAl'11NGS AND SPECIFICATIONS TAKE PRECEDENCE OVER GENERAL DRAl'11NGS AND SPECIFICATIONS. 11. WRITTEN DIMENSIONS (NOT SCALED DIMENSIONS) SHALL BE USED. 12. TEMPORARY ERECTION BRACING AND SHORING SHALL BE PROVIDED AS REQUIRED ON ALL STRUCTURES, ADEQUATE TO PROVIDE FULL STRUCTURAL STABILITY AND SAFETY. BRACING SHALL NOT BE REMOVED UNTIL THE ELEMENTS ARE FULLY CONNECTED ANO ARE CAPABLE OF SUPPORTING THE DESIGN LOADING. 13. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE ANO COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHAUL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWINER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION 1'11TH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWINER OR THE ENGINEER. 14. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION NOT TO UNDERMINE ANY ADJACENT STRUCTURE DURING THE COURSE OF CONSTRUCTION. 15. CLEAN UP: NO PAINT, PLASTER, CEMENT, SOIL, MORTAR OR OTHER RESIDUE SHALL BE ALLOWED TO ENTER THE BAY, STREETS, GUTTERS OR STORM DRAINS, ALL MATERIALS & WASTE SHALL BE REMOVED FROM THE SITE, NBMC 17.32.020. 16. DEMOLITION: ALL MATERIAL FROM THE EXISTING BULKHEAD THAT IS NOT USED AS FILL SHALL BE REMOVED FROM THE SITE & DISPOSED OF IN AN OFFICIAL DUMP SITE. 17. SEE THE LA TEST "GENERAL GRADING SPECIFICATIONS" OF THE BUILDING DEPARTMENT FOR THE CITY'S: GENERAL NOTES, EROSION CONTROLS, REQUIRED INSPECTIONS, GRADING FILLS/CUTS & ALL NECESSARY DOCUMENTATION. 18. POOLS, SPAS, FENCES, PATIO COVERS ANO OTHER FREESTANDING STRUCTURES REQUIRE SEPARATE REVIEWS AND PERMITS. 19. ALL A.S.T.M. SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH THE LATEST ISSUE OF THE A.S. T.M. 20. OBSERVATION VISITS TO THE PROJECT SITE BY THE ENGINEER SHALL NOT BE CONSTRUED AS ANY INSPECTION AS REQUIRED BY CODE. STRUCTURAL GENERAL NOTES SOLID SAWN MEMBERS AND GLU·LAM BEAMS 1. ALL WOOD-CONSTRUCTION FINGERS SHALL HAVE FRAMING THAT INCLUDES CROSS-MEMBERS THAT PROVIDE RIGID CONNECTION TO THE FULL-LENGTH STRINGERS. ALL CONNECTIONS SHALL BE MADE USING THRU-BOLTS. A) COMMERCIAL DOCK FRAMING: FOR INDEPENDENT LONG DOCKS THAT FLOAT FREELY AND DO NOT HAVE DOCKS AND/OR FINGERS ATTACHED FOR STABILITY, ALL PRIMARY LOAD CARRYING FRAMING MEMBERS SHALL BE FABRICATED FROM GLUED-LAMINATED BEAM CONSTRUCTION, TO PREVENT WARPAGE OF THE MAJOR MEMBERS, CONTRIBUTING TO DOCK INSTABILITY. 2. AULOWABLE STRESSES FOR HARBOR STRUCTURES SHALL NOT EXCEED THOSE STA TED IN THE "CALIFORNIA BUILDING CODE". 3. TIMBER USED FOR WALKING DECKS SHALL HAVE A MINIMUM NET THICKNESS OF 1½ INCHES. 4. TIMBER FOR WALKING SURFACES SHALL BE DOUGLAS FIR, SELECT STRUCTURAL. SAWIN TIMBER FOR OTHER FRAMING MEMBERS SHALL BE DOUGLASS FIR, No.1 MINIMUM. 5. GLUED-LAMINATED TIMBER SHALL BE DOUGLASS FIR 24F-V8, INDUSTRIAL GRADE FOR APPLICATION IN WET ENVIRONMENT. FABRICATION SHALL COMPLY 1'11TH PRODUCT STANDARD PS 56-73, "STRUCTURAL GLUED LAMINATED TIMBER". 6. WALKING SURFACES SHALL HAVE A NON-SKID FINISH AND BE MAINTAINED PERIODICALLY OR WHEN WORN AND UNSAFE. TREATED TIMBER DECKING REQUIRES NO FURTHER NON-SKID FINISH. 7. DIMENSIONAL LUMBER IS NOT REQUIRED TO BE PAINTED. HOWIEVER, IF THE APPLICANT CHOOSES TO PAINT, SUCH PAINT SHALL BE MAINTAINED TO GOOD CONDITION AND APPEARANCE. 8. PLYWOOD UTILIZED WITHIN DOCK FRAMING SYSTEM SHALL BE EXTERIOR GRADE MATERIAL. PLYWOOD SHALL NOT BE USED AS THE WALKING SURFACE FOR A DOCK SYSTIEM, UNLESS THE PRODUCT CAN BE DEMONSTRATED TO THE CITY OF NEl'11PORT BEACH BUILDING DEPARTMENT THAT IS PROVIDED 1'11TH A FACTORY-APPLIED PROTECTIVE, NON-SKID WALKING SURFACE THAT WILL BE DURABLE AND HAS A PROVEN PROCESS FOR PATCHING AND TOUCH-UP. INTERNAL PLYWOOD MEMBERS SHALL BE PROVIDED IN SUCH A MANNER THAT WATER CAN BE EASILY CONVEYED OFF THE TOP SURFACE OF THE PLYWOOD AND NOT POND OR GET TRAPPED, LEADING TO EARLY DETERIORATION AND DRY ROT. 9. WEIGHT OF TREATED DOUGLAS FIR SHALL BE ASSUMED TO BE 35 POUNDS PER CUBIC FOOT. 10. ALL TIMBER SHALL BE MARKED WITH THE APPROPRIATE GRADE OF MATERIAL AND PRESERVATIVE TREATMENT, OR MAY BE SUBJECT TO REJECTION BY THE CITY INSPECTOR. 11. WOOD PRESERVATIVE FOR TIMBER: A) ALL TIMBER PRODUCTS SHALL BE COATED 1'11TH PRESERVATIVE TREATMENT TO RETENTION LIMITS RECOMMENDED BY THE AMERICAN WOOD PRESERVERS ASSOCIATION STANDARD M4 "STANDARD FOR THE CARE OF PRESERVATIVE-TREATED WOOD PRODUCTS" AND AWPA STANDARD C2 "LUMBER, TIMBER, BRIDGE TIES & MINE TIES -PRESERVATIVE TREATMENT BY PRESSURE PROCESSES". B) CURRENT STATE AND FEDERAL ENVIRONMENTAL REQUIREMENTS AND GUIDELINES FOR THE TYIPE AND APPLICATION OF PRESERVATIVE TREATMENTS WILL BE STRICTLY ENFORCED. C) ALL LUMBER MUST BEAR A STAMP BY THE AMERICAN LUMBER STANDARDS COMMITTEE FOR CONFORMANCE TO THE AMERICAN PRESERVERS ASSOCIATION STANDARDS. D) FIELD CUTS AND BORED SHALL RECEIVE FIELD-APPLIED PRESERVATIVE TREATMENT IN ACCORDANCE 1'11TH BEST MANAGEMENT PRACTICES. PRESERVATIVE TREATMENT CHEMICALS SHALL NOT BE ALLOWED TO ENTER HARBOR WA TIERS. 12. ALL BOLT HOLES IN WOOD MEMBERS SHALL BE A MINIMUM OF Y:,i' TO A MAXIMUM OF )fo" LARGER THAN THE BOLT DIAMETER. WOOD MEMBERS WITH HOLES NOT MEETING THE ABOVE CRITERIA SHALL BE REMOVED AND REPLACED. STEEL 1. STRUCTURAL STEEL SHAPES AND PLATES SHALL CONFORM TO A.S.T.M. A572 GRADE 50 OR A992 WITH Fy = 50 KSI. 2. STEEL PIPE COLUMNS AND OTHER STEEL PIPE STRUCTLRAL MEMBERS SHALL CONFORM TO A.S.T.M. A53, GRADE B. 3. STRUCTLRAL STEEL TUBING SHALL CONFORM TO A.S. T.M. A500, GRADE B, Fy = 46 KSI. 4. BOLTS SHALL CONFORM TO A.S. T.M. A307, UNLESS NOTED OTHERWISE. WHERE HIGH STRENGTH (H.S.) SOL TS ARE SPECIFIED, THEY SHALL BE MINIMUM ¾" DIAMETER AND. CONFORM TO A.S. T.M. A325 SC CLASS A UNLESS NOTED OTHERWISE OWTHE PLANS. THE INSTALLATION OF H.S. BOLTS SHALL BE INSPECTED BY A REGISTERED DEPUTY INSPECTOR APPROVED BY THE BUILDING DEPARTMENT. 5. ALL BOLTS HOLES IN STEEL MEMBERS SHALL BE STANDARD HOLES, U.N.0. 6. STRUCTURAL STEEL "NELSON" STUDS SHALL BE MANUFACTLRED FROM C1015, C1017 AND C1020 COLD DRAl'11N STEEL CONFORMING TO A.S.T.M. A108-58T. 7. LIGHT GAUGE STEEL MEMBERS SHALL CONFORM TO A.S.T.M. STANDARDS AS FOLLOWS: A) FOR 18 GA. THICK AND LIGHTER STEEL : A446, GRADE A (GALVANIZED) OR A570, GRADE 33 OR A611, GRADE C -ALL HAVING MINIMUM OF 33 KSI YIELD STRENGTH. B) FOR 16 GA. THICK AND HEAVIER STEEL : A446, GRADE D (GALVANIZED) OR A570, GRADE 50 OR A607, GRADE 50 -ALL HAVING MINIMUM OF 50 KSI YIELD STRENGTH. 8. FABRICATION AND ERECTION SHALL CONFORM TO THE LATEST EDITION OF A.l.S.C. SPECIFICATIONS. 9. ALL HOLES FOR BOLTS IN STRUCTURAL STEEL SHALL BE DRILLED OR PUNCHED. BURNING OF HOLES SHALL NOT BE PERMITTED. 10. ALL STEEL SHALL BE STAINLESS, HOT DIP GALVANIZED OR EPOXY COATED. WELDING 1. ALL WELDING SHALL BE DONE USING THE SHIELDED ELECTRIC ARC PROCESS BY CERTIFIED WELDERS, USING E70XX ELECTRODES. 2. WELDING OF STEEL REINFORCING BARS SHALL BE DONE WITH LOW HYDROGEN ELECTRODES, A233, CLASS E70XX SERIES. 3. WELDS REQUIRING CONTINUOUS OR PERIODIC SPECIAL INSPECTION NEED NOT HA VE SPECIAL INSPECTION WHEN WELDING IS DONE IN AN APPROVED FABRICATOR'S SHOP, HOWEVER, THE APPROVED FABRICATOR MUST SUBMIT A CERTIFICATE OF COMPLIANCE IN ACCORDANCE WITH THE SECTION 1704.2.2 OF THE CBC. 4. SPECIAL INSPECTION IS REQUIRED FOR ALL FIELD WELDINGS. CONCRETE 1. ALL CONCRETE MIX DESIGNS, CONFORMING TO CBC SECTIONS 1904 & 1905, SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL BEFORE ANY CONCRETE IS PLACED. ALL CONCRETE MIXES SHALL HAVE A MINIMUM CEMENT CONTENT OF 6.0 SACKS OF CEMENT PER CUBIC YARD OF MIX. ALL CONCRETE MIXES SHALL BE CERTIFIED BY A CONCRETE TESTING LABORATORY AND SIGNED BY A CALIFORNIA REGISTIERED CIVIL ENGINEER. 2. CONCRETE SHALL HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 5000 PSI AND A 0.40 WATER-TO-CEMENT RATIO. 3. CONCRETE GROUT SHALL HAVE THE SAME COMPRESSIVE STRENGTH AS THE OTHER CONCRETE AND SHALL BE A SUITABLE MIX CONSISTING OF PEA GRAVEL, SAND, CEMENT AND WATER. MAXIMUM SLUMP SHALL BE 5 INCHES. AN APPROVED SUPERPLASTICIZING ADMIXTURE MAY BE ADDED TO INCREASE THE SLUMP TO MAXIMUM 7.5 INCHES. GROUT UNDER STEEL COLUMN BASE PLATES SHALL BE "RAPID-GET" OR "FIVE STAR GROUT" OR APPROVED EQUAL. 4. CONCRETE SHALL BE DESIGNED FOR PERMEABILITY, STRENGTH, CHEMICAL STABILITY AND ABRASION RESISTANCE, APPROPRIA TIE FOR ITS APPLICATION. PORTLAND CEMENT SHALL CONFORM TO ASTM C 150 TYPE I OR TYPE II MODIFIED, AND LOW ALKALI. CHEMICAL ADMIXTURES SHALL CONFORM TO ASTM C 494. CHEMICALS DESIGNED TO LIMIT CORROSION OF INTERNAL REINFORCING MAY BE USED. AIR ENTRAINMENT ADMIXTURES SHALL CONFORM TO ASTM C 260. COARSE AND FINE AGGREGATE SHALL CONFORM TO ASTM C 33, AND ASTM C 330 WHERE LIGHTWEIGHT AGGREGATES ARE USED. LIGHTWIEIGHT AGGREGATE, IF USED, SHALL CONSIST OF EXPANDED AND COATED SHALE OR EQUIVALENT MATERIAL OF SUFFICIENT STRENGTH AND DURABILITY TO PROVIDE CONCRETE OF THE REQUIRED STRENGTH. 5. CONCRETE TEST SAMPLES SHALL BE TAKEN IN ACCORDANCE WITH A.S. T.M. AND CBC STANDARDS. RESULTS OF THE 7 & 28 DAY TESTS SHALL BE SUBMITTED TO THE ENGINEER FOR HIS RECORDS. SLUMP TESTS ARE REQUIRED FOR ALL TEST SAMPLES AND MUST ALSO BE REPORTED. ADDITIONALLY, ALL LIGHT WIEIGHT CONCRETE SAMPLES MUST HAVE THEIR IN-PLACE DENSITIES DETERMINED AND REPORTED. 6. SIDES OF FOOTING PADS MAY BE POURED AGAINST STABLE EARTH. 7. SLURRY CONCRETE, WHERE SPECIFIED OR USED, SHALL HAVE A MINIMUM CEMENT CONTENT OF 1.5 SACKS OF CEMENT PER CUBIC YARD OF MIX. 8. SEE ARCHITECTURAL NOTES FOR COLORED OR TEXTURED CONCRETE. 9. CONCRETE FORM WORK TOLERANCES SHALL BE IN ACCORDANCE WITH CBC AND A.C.I. STANDARDS. 10. ALL STEEL REINFORCING, ANCHOR BOLTS, DOWIELS AND OTHER INSERTS SHALL BE SECURED IN POSITION AND INSPECTED BY THE LOCAL BUILDING DEPARTMENT INSPECTOR, PRIOR TO THE PLACING OF ANY CONCRETE. 11. ALL NECESSARY BRACES, STRONGBACKS, PICK-UP INSERTS, BOLTS, ETC., FOR PRECAST CONCRETE PANELS SHALL BE DESIGNED BY OTHERS FOR SAFE ERECTION OF TH£ PANELS. 12. NO CALCIUM CHLORIDE SHALL NOT BE USED IN ANY CONCRETE. 13. ALL CONCRETE TO BE CURED FOR A MINIMUM OF 3 DAYS BY A METHOD ACCEPTABLE TO THE ENGINEER. FORMS MAY BE STRIPPED ONLY AFTER THE CONCRETE HAS ATTAINED MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 14. CHAMFER EXPOSED CORNERS ¾" U.N.O. NAILING AND FASTENERS 1. ALL NAILS AND FASTENERS SHALL BE CORROSION RESISTANT MEETING ASTM A153 C~ASS D, HOT DIP GALVANIZED AND BE ACRYLIC ADHESIVE OR THERMAL PLASTIC R[SIN LATEX ADHESIVE COATED. 2. AI.L NAILS SHALL BE 16d (0.148" DIAMETER) HELICAL THREAD NAILS, WITH MINIMUM B~NDING YIELD STRENGTH OF FYB = 90,000 PSI, U.N.O. 3. NAILING OTHER THAN ROOF OR FLOOR DIAPHRAGM SHOl'11N ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH TABLE 2304.9.1 OF THE CBC. 4. NAILS FOR ROOF AND FLOOR SHEATHING SHALL HAVE A MIN OF 1.½" PENETRATION INTO THE FRAMING MEMBERS. 5. ALL HARDWARE SHALL BE CORROSION-RESISTANT COMPLYING WITH HOG G185 FINISH AND BE MANUFACTILRED BY "SIMPSON STRONG-TIE CO., INC." (OR APPROVED EQUAL), AND SHALL HAVE A VALID ICC NUMBER ON THE PRODUCT. ANY DEVIATION FROM THE APPROVED PRODUCTS MUST BE APPROVED BY THE BUILDING DEPARTMENT, NOT BY THE FIELD INSPECTOR. 6. ALL HARDWARE SHALL BE INSTALLED PER MANUFACTLRER'S RECOMMENDATIONS. BLIND NAILING SHALL NOT BE ACCEPTABLE AND WILL BE REJECTED. 7. WHERE MECHANICAL OR ADHESIVE ANCHORS/DOWELS ARE INDICATED ON DRAWINGS: A) MECHANICAL ANCHORS SHALL BE HILTI KWIK BOLT KB-TI AND BE INSTALLED IN ACCORDANCE WITH ICC ESR-1917 B) ADHESIVE ANCHORS SHALL BE HILTI "HIT-HY 200 MAX-SD" ADHESIVE INSTALLED IN ACCORDANCE WITH ICC ESR-3187 OR SIMPSON STRONG-TIE "SET-XP EPOXY" ADHESIVE INSTALLED IN ACCORDANCE WITH ICC ESR-2508. c) HOLES SHALL BE DRILLED WITH NON-REBAR-CUTTING DRILL 31TS. D) CONTINUOUS INSPECTION IS REQUIRED FOR THE INSTALLATION OF THE ALL ANCHORS/DOWELS BY A REGISTERED SPECIAL INSPECTOR APPROVED BY THE BUILIDING DEPARTMENT. THE INSPECTOR SHALL VERIFY THE INSTALLATION OF ANCHORS/DOWELS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS INCLUDING CLEANLINESS OF DRILL HOLES AND PROPER EMBEDMENT. E) UNLESS NOTED OTrlERWISE ON THE DRAWINGS, USE MINIMUM %" DIAMETER AT 24" ON CENTER WITH A MINIMUM OF 5" EMBEDMENT. GENERAL SPECIAL INSPECTIONS 1. PERIODIC (NON-CONTINUOUS) OR CONTINUOUS SPECIAL INSPECTION BY A CITY CERTIFIED DEPUTY INSPECTOR IS REQUIRED FOR THE FOLLOWING: A) SITE CONCRETE WORK (COPING & ANCHOR BEAM) : ........... NON-CONTINUOUS. B) INSPECT SHEET PILE FOR LENGTH & DAMAGE : ................. NON-CONTINUOUS. C) T & G LOCKING OF PANELS : ................................................ NON-CONTINUOUS. D) ANCHOR ROD TENSIONING : .................................................... NON-CONTINUOUS. E) GROUTING OF PVC SLEEVES : ................................................ NON-CONTINUOUS. F) PILING INSTALLATION : ............................................................ NON-CONTINUOUS. G) HELICAL ANCHORS INSTALLATION IN ACCORDANCE WITH SECTION 2.4.2. OF ICC ER-2794: ........................................... NON-CONTINUOUS. SPECIAL INSPECTION IS REQUIRED FOR SEAWALL PANEL CONCRETE IF NOT CAST IN A CERTIFIED YARD. 2. CONTINUOUS SPECIAL INSPECTIONS IS REQUIRED FOR THE INSTALLATION OF ANCHOR BOLTS, ADHESIVE ANCHOR BOLTS, ADHESIVE DOWELS AND MECHANICAL ANCHORS IN ALL CONCRETE AND MASONRY WORKS. 3. SPECIAL INSPECTIONS SHALL BE DONE BY ONE OR MORE REGISTERED DEPUTY (SPECIAL) INSPECTORS, APPROVED BY THE BUILDING DEPARTMENT ONLY, HIRED AND PAID FOR BY THE 01'11NER. 4. SITE VISITS CONDUCTED BY THE ENGINEER ARE MERELY FOR OBSERVATION PURPOSE ONLY AND DO NOT CONSTITUTE AN INSPECTION. 5. TWO (2) PROPERLY COMPLETED AND SIGNED COPIES OF THE SPECIAL INSPECTION AGREEMENT MUST BE SUBMITTED TO THE PERMIT SERVICES DIVISION PRIOR TO ISSUANCE OF THE PERMIT. 6. AS A MINIMUM, THE DEPTH OF THE SEAWALL EMBEDMENT INTO THE GROUND SHALL BE AS SHOWIN ON ELEVATIONS AND MUST BE ACCURATIELY MEASURED BY THE DEPUTY INSPECTOR. A COPY OF THE MEASUREMENT MUST BE SUBMITTIED TO THE CITY & THE ENGINEER OF RECORD. 7. SPECIAL INSPECTION IS REQUIRED FOR ALL NEW CONCRETE AND MASONRY CONSTRUCTION, INCLUDING REINFORCING STEEL. ABBREVIATIONS A.B. . ........... ANCHOR BOLT DN .............. DOWN A.G. ........... A:'>PHALT CONCRETE DP ................ DEEP A/C ............ AIR CONDITIONING D.S. . ........... DOWNSPOUT A.C.P. . ........ ASPHALT CONCRETE PAVING DWGS .......... ORAl\1NGS ADDL .......... ADDITIONAL A.F.F. ......... ASQVE FININSH FLOOR (E) ............... EXISTING EA ............... EACH ALUM .......... Al.UMINUM E.F. . ............ EACH FACE ALT ............ Al. TERN A TIE ELEC ............ ELECTRICAL ANDO ......... ANODIZED ELEV ............ ELEVATION ARCHT ........ ARCHITECTURAL EMBED ........ EMBEDMENT, EMBEDDED B.B. . ........... BOTTOM OF BEAM E.N. . ............ EDGE NAILING BET .............. BETWEEN EQ ............... EQUAL BLDG ............ BLJILDING E.S. . ............ EACH SIDE BLKG ........... BLOCKING E.W .............. EACH WAY BM ............. BEAM EXIST ........... EXISTING B.N. . ........... BOUNDARY NAILING EXP ............. EXPANSION BOT ............. BOTTOM EXT ............. EXTIERIOR B. W. . ........... B(JTTQM OF WALL F.D. ............ Fl.DOR DRAIN C ................. CHANNEL. FON ............. FOUNDATION CANT .......... CANTILEVER F.F. . ............. FlNISH FLOOR C.G ................ CENTER OF GRAVITY F.G. . ........... FINISH GRADE C.J ................ CONSTRUCTION JOINT OR CEILING JOIST CL ................. CENTER LINE CLG .............. CEILING FIN ............... FJNISH F.J. . ............. FLOOR JOIST FLG .............. FLANGE CLR ............. CLEAR FLR .............. Fl.DOR C.M.U. . ........ CONCRETE MASONRY UNIT F.O.C. . ......... FACE OF CONCRETE COL ............ COLUMN F.O.M. . ......... FACE OF MASONRY COMPO ........ COMPOSITION F.O.S. . ......... FACE OF STUD CONC .......... CONCRETIE F.N. . ............ FIELD NAILING CONN .......... CONNECTION F.S. . ..........•. FAR SIDE CONT .......... CONTINUOUS FT ............... FEET OR FOOT CONST ........ CONSTRUCTION FTG ............. FOOTING CORR .......... CORRIDOR GALV ........... GALVANIZED CTR .........•.. CENTER GA ............... GAUGE DBL. ............. DOUBLE G.I. ........•..... GALVANIZED IRON DET .•........... DETAIL Gl.B ............. GLU-LAM BEAM DF .............. DOUGLAS FIR GLP .......•..... GLU-LAM PURLIN D.F. . ........•.. DRINKING FOUNTAIN GYP BO ......... GYPSUM BOARD DIAG ........... DIAGONAL HOR •............ HEADER DIAPH ......... DIAPHRAGM HGR ............. HANGER DIA ............... DIAMETER HK. . ............. HOOK DIM ............. DIMENSION HORIZ .......... HORIZONTAL H.P. . ............ HIGH POINT CITY OF CARLSBAD PLANNING COMMISSION Case Name: Moc lv1nes D«;k. \ V\1. prc,1/~VV\.U\t Case No.: flUp 2,o(~~O(X.)g' exhibit No.: A-b Date: l2/S/18 HT ............... HEIGHT H.S. ............. HIGH S1RENGTH HVAC ........... HEATING/VENTILATING & AIR CONDITIONING IN ................ INCH INFO ............ INFORMATION INT .............. INTIERIOR J.B. . ............ JOIST BEARING J.G. . ............ JOIST GIRDER JST ............. JOIST JT ............. JOINT K.0 ............... KNOCK OUT l. ................. ANGLE LAT ............. LATERAL LOR ............. LEDGER LG ............... LONG LILH .............. LONG LEG HORIZONTAL LLV .............. LONG LEG VERTICAL LONGIT ........ LONGITUDINAL L.P. . ............ LOW POINT LT ............... LIGHT MA TL .........• MATERIAL MAX ............ MAXIMUM M.B. .. .......... MACHINE BOLT MA TL .......... MA TIERIAL MAX ............ MAXIMUM M.B. . ........... MACHINE BOLT MECH .......... MECHANICAL MEZZ .......... MEZZANINE MFO ............. MANUFACTURED MFR ............. MANUFACTURER MIN .............. MINIMUM MISC ............ MISCELLANEOUS M.F.O. . ......... METAL FRAMED OPENING MLB ............. MICROl.LAM BEAM M.P.H. . ......... Mil.ES PER HOUR MTL ............. METAL (N) ............. NEW N.I.C. . .......... NOT IN CONTRACT NO. . ............ NUMBER N.S. . ............ NELSON STUD OR NEAR SIDE N.T.S. . ......... NOT TO SCALE 0.C. . ............ ON CENTER < .· I ! I !• I '· ,. · .. SUP 2018·0008 w 1---< 0 1, 1! •I I· ,1 I, ,, m •,~ ~ " z l!i; rj ~ I!!! ~ OFFICE 3 ~; t5 OFF ............. T.F. ············· TOP OF FOOTING g l!,li ~ OPNC ........... OPENING T.B. . ....•....... TOP OF BEAM (I) ! ~ OPP HD ....... OPPOSl1E HAND TG ..........•.... TAPERED GIRDER Ej l:5 ~ O.S.F, ·········· OUTSIDE FACE T.G. . ............ TOP OF GIRDER u'i ~ :; 8 P.C. . ........... PIPE COLUMN THK ............. THICK 5 ei::: ii!it -o:: PEN ............. PENETRATION THRU •.....•.... THROUGH w ~ i1 5: PL ................. PLATE OR PROPERTY LINE T.L. .............. TOP OF LEDGER o::: ~ ::, PILA$ .......... PILASTIER T.N. . ............. TOP OF NAILER ~: PL YWD ......... PLYWOOD T.O. . ............. TOP OF ,, PSF ............. POUNDS PER SQUARE FOOT T.O.P. . ......... TOP OF PARAPET/PANEL 'i PSI ············· POUNDS PER SQUARE INCH T.O.S. . ......... TOP OF STEEL I·' P.T .............. PRESERVATIVE TREATED TOT .............. TOTAL .;: R.D. . ............ ROOF DRAIN TRANSF ....... TRANSFER •~, REBAR ....•.... REINFORCING BAR TRANSV ....... TRANSVERSE !,1 R.B. ············· ROOF BEAM TS ............... TUBE STEEL l,,i REQD ........... REQUIRED T.S. . ............ TOP OF SLAB oz <] <] <] t,! REINF .......... REINFORCING T. W. . ............ TOP OF WALL !j! REF ............. REFERENCE TYP ............. TYPICAL i.! REV ............. REVISION U.N.O. . ......... UNLESS NOTED OTHERWISE t----::~~;:;:::'".,,;,,;,7 R.J. . ............ ROOF JOIST VERT ........... VERTICAL RM .............. ROOM V.I.F. . .......... VERIFY IN FIELD '?l'-cfESSi(§:; R.O. ······· ...... ROUGH OPENING W/ ............... WITH /"f>; <0_()\USso, ('..";\ SCH ............. SCHEDULE WD .............. WOOD ""' .,,_v -,t, SECT ........... SECTION W ................ WIDE FLANGE VJ s.J 1' - SHTG ........... SHEATHING W/0 ............ l\1THOUT o ';fNo.C 66947 ;ci ~ SHT ............. SHEET W.P ................ WORK POINT t\J 0: --Z:::,'>(;€ 58 SIM .............. SIMILAR W.R. . ............ WATER RESISTANT * '~ * S.J ................ SAWCUT JOINT WT ............... WEIGHT 0;>s C/y\\.. ~"C" S.P ................ SPLICE POINT W.W.F. . ......... WELDED 1'11RE FABRIC -10:'-,;=~a'<' SPA ............... SPACING X ................. EXTRA STRONG OF CAll'i SPECS ......... SPECIFICATIONS XX ............... DOUBLE EX1RA STRONG SQ ............... SQUARE 08/20/2018 STAGG ....•...... STAGGERED sm ··············· STANDARD STIFF ........... STIFFENER STL ............. STIEEl. S.S. . ............ SELECT STRUCTURAL SYMBOLS OR STAINLESS STEEL STRUCT ....... STRUCTURAL @ ! .............. AT SYM ............. SYMETRICAL .............. CENTER LINE .............. DIAMETIER T & 8 ......... TOP & BOTTOM T & G •........ TONGUE & GROVE .............. PLATE OR PROPERTY LINE .............. STEP IN FOOTING TIEMP ........... TEMPERED $ ISSUANCE OF A BUILDING PERMIT BY THE CITY DOES NOT RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN PLANS. YOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATION PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT. PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT. ::,rl;cc>ac, Cowcr.c,0 1 \<} J a FloaM<c Y:,gis su;:, '¥ . ' ·, .. VICINITY MAP .:'.:eJrisbnd La-po~. clag Beac,, • J (/) f-(I) z c:: --< c:: u ::J u Q_ co Q_ --< ~ '---...... c-: ...... w (I) z ,._ " co 0 0 z <( Cf) I-~ <( 0::: 0 <( UJ LL I-LL <( I-u Cf) 0 -_J >-z ~o (9 !:: zo <( 0 (9 ~ -_j ~ CL u UJ 0 0::: 0 co 0 0 N ()) .... <( 00 Q) > -o-o ols C") C/J CD '- I!) ctl vO CL <( ~ >-I-z 0 > cc5 Cl) w I-0 z _J <( a: w co z 0 w 0 CJ N ()) _J (9 ~ .... <( <( z 0::: 00 a: Q) :J -0> -I-I-LL o -0 ctl 0 <( I-0 ..c :J 0 <( ('") CIJ a: "C _J _J I!) ctl I- Cl) SCOPE OF WORK1 LL CL ~ 0 1. TO RE-CONFIGURE THE EXISTING FLOATING DOCK AS SHOWN ON S-2. 2. TO INSTALL (2) STIFF ARMS TO SUPPORT FLOATING DOCK AS SHOWN ON S-2. 3. TO INSTALL NEW PIER & GANGAWAY AS SHOWN ON S-2. NOTE TO THE BIDDERS, AFTER THOROUGHLY EXAMINING THE CONSTRUCTION DOCUMENTS AND THE SITE: 1. NOTIFY THE ARCHITECT AND/OR THE ENGINEER IN WRITING, REGARDING ALL DISCREPANCIES REQUIRING CLARIFICATION, PRIOR TO THE "BID SUBMITTAL". 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 ADEQUATE CONTINGENCY IN HIS BID TO COVER ALL COSTS TO COMPLY WITH THE MOST STRINGENT CONDITIONS. 3. THE CONTRACTOR SHALL NOT BE ENTITLED TO ANY ADDITIONAL COMPENSATION FOR ANY DISCREPANCY DISCOVERED AFTER THE "CLOSE OF THE BID". co -0 N --------0 N w --------f-co cl 0 SHEET VJ <( > VJ > 0 co 0 O:'. -O:'. f-co f-w N w 0... ci N 0... 0 . z z . ,:! 0... ,,::;:;: 0 OJ <( w 0 [I"'. I , 0 0 OF S-1 -----··---·-·--·· ----------------------------------------------------------------------------- ' 0 I "' ' 0 I N ' 0 I ,._ ANGLE CLIP, TYP @ ALL 4x8 CONN U.N.O., SEE DETAIL(O\ 'CE.v 3'-3" 2'-0" TYP 8'-0" 8'-0" 1'-6" TORSION BAR, SEE--___ DETAILf'LlTYP 'CE.v TYP FLOAT DRUMS PLAN & DOCK FRAMING PLAN 3'-3" 8'-0" 1'-8" 16'-o" SUPERFLOAT FLOAT----~.;i DRUM TYP, REFER TO TABLE BELOW oo._ • I fC "' 3'-o" TYP 8'-0" 1'-6" 55'-9" 3'-3" 8'-0" DOCK FRAMING PLAN '------2x8 BLKG AT EDGE OF EA FLOAT DRUM TYP U.N.O. ___.----2x8 CONT STRINGERS @ MAX 16" O.C. TYP 4x8 WALER TYP -~ ALL AROUND TYP AT@ BRACE S-S CONN -- FOR TYPICAL WALER SPLICE, WHERE OCCURS, SEE DETAILLJ 'CE.v FLOAT DRUMS PLAN 1'-7" 22'-0" s'-o" 1 '-6" (E) FLOATING FINGER ------ ~--AZEK DECKING WITH (2)#12GA x 2½_" LG WOOD SCREWS PER BOARD PER CROSS MEMBER TYP ~--2x12 FASCIA TYP --------2x6 FLAT DIAGONAL BRACE TYP -~ "DAWSON" CAST DUCTILE IRON -HOT DIP GALVANIZED CLEAT OR STRONGER W/MINIMUM OF (2)¾"¢ THRU BOLTS, WHERE OCCURS, TYP U.N.O. SEEC]'"j ~ (2)½_"¢ M.B. @ CONNECTION-- OF (N) TO (E) DOCK s·-o· ' 0 I <O ' 0 I N ' 0 I <O ' 0 I N ' 0 I ..- FLOAT DRUM SCHEDULE FLOAT DRUM TYPE WIDTH LENGTH DEPTH CD 36" 72" 16" ® 36" 72" 20" @) 48" 96" 16" 1/4"=1'-0" T --------_,_, ___ ,, _______ , __ ------------------------------- SUP 2018·0008 CARLSBAD LAGOON I ' I I I I ,v 1 l! ll I ,---7 I ,-1 ,-1 / I I I I I ~I I $;' I I I I (;fl I/ I I ,S/ I I I ,t,,,/ I ,Jr-(E) FLOATING (E) FLOATING~ ~ V / DOCK TO BE FINGER TO BE I i;' I 1/ REPLACED I RELOCATED AS .:z-, SHOWN ONEB I E/ lj ) \ W f'-/ ' -I ct! I '--------_/ '-----________ J J:::/ ' I I I , /s·-10" , 7'-5" / 16'-o" 3'-3" 22'-0" 3'-3" 1s·-o" I I I I I I I I >--' z• WI ::; I wl C/1 I ' <( I 0 WI I I w, 0 Cl I N C:: I O'.'. I <(I II :" I I LL I o• c§' J 1---7 I ~ L----f----------~-~-------------~-~----- fj1t ltJ I I I z 0 ';;; n...: ZI I I ;;<-11 -1 I I ...._ -11 I / i':I ,__---(E) GANGWAY TO 1 D'.'. 1 BE RELOCATED I W1 II QI o, I D'.'. I I Qj I c._l I ol I z I I O I "-~ F=I ~ ......... <:ti ~ ----&1 0, <'.I -----..1/ LOT74 MAP 5162 APN 207-150-58 Cl z 0 __J 0 "" 0. ' 0 I N N °"1/ ,02.J•s7 ,58.~---if I _L_(E) WALKWAY ."> F/,-, --I ,,.,, -,5• L ----1 f)' "".Ji.-3;,, ~ "'=13~ ~'36" ---71~:::: T~-_-_____ -_ -_-_-_-_-_ ---~4~--3-6-.3~"-W-5-0.~~-===--_-_ ... _ -_ -_-_----0 - / PARCEL 1 • R=75' L=17.25' o PM 14038 ;1;' 01 APN 207-150-19 i/ PARCEL 1 :I WI PM 13627 , 1 , 1 APN 207-150-92 °, ~, L _ _J ~I ij ~1 COVE DRIVE EXISTING DOCK & GANGWAY LAYOUT 1/8"=1'-0" K I / I I I / I I 15' LONG / RECREATIONAL / BOAT ASSUMED IN , 3'-3" DOCK DESIGN TYP --f-1-----+--+-I I I ~/ ,ii (;y/ ;:;/ I &/ ,v;-1 ii?/ ::,.-, ~ a 0 I N 8'-0" I I I I I I I I ' I I I I I I I I CARLSBAD LAGOON 3'-3". 16' -0" 3'-3" ' SEE PLANffi r (N) FLOATING DOCK :, ' 0 22·-o· (E) RELOCATED FLOATING FINGER 3'-3" 1 Q'-0" f--z w ~1 · C/1 0 <( • I W 0 N w Cl c:: 0:: <( I "' LL w I ct, R/ 0/ I ..-0 _]-----=+---'!.- I &/ ct/ ,v I I I / I I 1----- (N) 3' -O"x24' -o"·------11 GANGWAY SEE~ ~ ~TYP AT EA ~CORNER 1 ---I --...._..., "-I o, z'W O lz 1-i=I--.J <Cl:,... 0,,__ ZIQ'.'. OIW ..J1Q o,o ""'"" Q1Q I I I I I I I I I 14x12 I I I I I I - 1 FOR DOCK~ 1 ELEVATION S-4 -----------/- AZEK DECKING WITH (2)#12GA x 2½_" LG WOOD SCREWS PER BOARD PER CROSS MEMBER TYP " • 8x10 POSTS 8x10 FLAT llf-----(N) 4'x12' PIER ----y----!ii=4=r~, ------------ (E) CONCRETE_/ 1 (N) 4x8 WD LEDGER DECK / W/%"¢ ADHESIVE ANCHORS @ MAX 16" 0.C. / 6" MIN EMBED TYP I - I I I I (E) RELOCATED I I GANGWAY I I I I I I I I I I I I (N) ½_"¢ I STEEL I CABLES { I -------------- '-------(E) PIER -------- (N) STIFF ARMS TYP (TOTAL OF 2). FOR ASSEMBLY PER MERCO ------------\ MARINE SEEW ~ \_ FOR SHORE ATTACHMENT SEEL"'\ TYP (2) PLACES ~ I I I COVE DRIVE PROPOSED DOCK, PIER & GANGWAY LAYOUT N.T.S. z 0 ;::: ~I 0 0:: CL ' 0 I N N V w f-- <( 0 (/) z 0 (/) 5 w 0:: ~ <J<J<J Cl) f--(I) z C < C u ::J u CL CL C'Cl <( ~ " -0:: -w (I) z ,__ 5' (() 0 0 z <( Cl) .. ~~ 0::: 0 <( w LL f- LL <( -() ~o -__J ~z so (9 f-zo <( 0 (9 ~ -_j ~ 0.. () w 0 0::: 0 (9 ~ z 0::: -0 f-LL <( f-0 <( __J __J LL 0.. co 0 N ......___ 0 a:, 0 0 C\I . 0) '--<( 00 Q) > -0 -c 02 C'1 en co .:::: LO Cll "'" 0 a:, 0 0 C\I . 0) '--<( 0 0 Q) > -0 -c 0 2 C'1 en LO ,:: LO Cll "'" 0 l/1 :=; l/1 co 0 ~ cc co I- N w z <( _J a... ::2: a: 0 LL ~ _J a... ~ ~ 0 0 0 > 0 [t'. I-w o_ N ci N O__ 0 . ~ o_ w ......___ z z . "':::,: u f--co co <( w cl 0 0 Q"'. I , 0 (_) SHEET OF S-2 SECTION ' Oz ,--:,; N -H ' "' ' 3" TYP 0 I ,.,, ' ' ' ' ' 3}f TYP. 0 / / / SEE PLAN "'--2xCLEAR DOUG FIR SHAPED AS SHOWN TYP '--1 x4 S4S RAILING W /(2)8d NAILS PER POST TYP 0 DECKING PER PLAN WD STRINGER PER PLAN TYP / / / / / / / / / / / / / / / / / / / / 0 / / 0 / / / I I / / I o I I I ~-----------~-(3)#6 S.S. I~ SCREWS TYP _.---3x4 S4S POST@ 5'-0" O.C. MAX TYP _.---7-½"¢ M.8. W/WASHERS ON BOTH ENDS TYP @ EA POST -------2xBLKG TYP '----8x10 FLAT -------CLIP ANGLE W/(4)5/s"¢ M.B. PEREB '-----8x10 POST TYP ...------WD BRACE TYP ~--SIMPSON CBSQ COLUMN BASE W/Y."¢x2"" LG SOS SCREWS TO WO POST TYP ~--#5 @ 12" o.c. EA. WAY T&B RIP-RAP -----I - . 11 • .111 ... 111 .. ,I IL, .111=- 6'-0"x3'-o" x 2'-o" THK CONC FOOTING 6'-0" R GALV. STEEL ANGLE ;,,[ O O 0 0 ;;:;v CLIP ANGLE DETAIL N.T.S. 1½" Tl -~l=U--4 "'LJ:=1--B-I ~I ~! -rr:=--B-I ~I ~, STEEL ANGLE W/(4)}1z"<2> M.B. BOLTS N.T.S. M s FOR ADD'L =------- INFO SEEEB FOR SHORE Ci'j ATTACHMENTS SEE DETAIL g 0 0 STIFF/STRONG ARM ASSEMBLY DETAIL DETAIL DETAIL 1 .. 2 5" I T ! _J 3., 4 3t• '" 4 t l 5" JTI 3t' 4 • ~ ~ f--~- ~-~- • -~ l ,,_ i--1n-. i-,-ln 2 • q 3 " 4 ~ .. l'-'32 3" ln--1 ;__ • I I ,__._ 2i5ri ti ____ _, -<B- 11 .. ____ 1i·· I 16 I --.--I {,"•HOLES >-------------1'-~" ----------- 0 I I ) 3" 1., 2 HOLE FOR 3/ 4" B-Ph"l ~3"1 91 - °"°" \_ 1-1/2" ID SCH. 411 PIPE l' ~" -8 HOL£ FOR 3/4" B-PIN 3t, 2" 1-1/2" lD SCH. 4(1 Pl PE -3" HOLE FOR 1/4'" B-PIN ,__ _________ 1'-6" --------~-i H-SF MATERIAL LIST (EST.) MATERIAL LBS Steel, Mild 3.21 _,--ATTACH H-SF TO DOCK WALER W/(4) ½"¢ THRU M.B. FOR ADD'L INFO SEE ffi FOR ADD'LQ INFO SEES D J p u ' 0 I ,.,, 2xCLEAR DOUG FIR SHAPED AS SHOWN TYP - 3x4 S4S POST @ 5'-0" o.c. MAX TYP -~ ' TYP ½_"¢ M.B. AT--~--4==!!,c~ EACH POST W/WASHERS ON BOTH ENDS TYP GUARDRAIL DETAIL (2)}1z"¢ M.B.----+----1 @ 4" o.c. MIN 3x4 POST - 1" MIN. OUTER TIMBER------~-< MEMBER PER PLAN NOTE: PROVIDE MIN. 2" OFFSET BETWEEN PERPENDICULAR BOLTS. SUP 2018-0008 ' (3)#6 S.S. SCREWS, TYP 1 x4 S4S RAILING W/(2)8d NAILS PER POST TYP DECKING PER PLAN WD STRINGER PER PLAN TYP 2xBLOCKING TYP N.T.S. OUTER TIMBER MEMBER PER PLAN (2)½"¢ M.B. @ 4" O.C. E TYPICAL CORNER CONNECTION N.T.S. K /'- ' 0 ow I a:J N2J -H ' "' ' 0 I ;,. 0 I I ----<@ SHORE ATTACHMENT DETAIL STIFF ARM ATTACHMENT PER MFR SEE ffi (E) RIP-RAP 2"¢ STD PIPE ¼" THK CLOSURE PLATE (4)#5 VERT REBARS #3 SPIRAL REBAR 14"¢ CONC PILE (4)#5 VERT REBARS N.T.S. V w f-<( 0 (J) z 0 U) 5 w 0:: 0 <J z f-z <( u :J Q. Q. <( ---... 0:: w z 3' 0 0 z <( en Q) C C <.) cc 2 ...... ...... Q) .... co Cf) .. 2 l-o::: <( <( 63 tl: ~ I-(.) Cf) 0 -....J ~z s 0 (.9 1- z o <( 0 (.9 ~ -_j ::::s:::: a.. (.) w 8 0::: (.9 2 z 0::: -0 I-u.. <( l-o <( ....J ....J u.. a.. OJ 0 N '-.._ 0 <J r---a, ~ 0 -z 0 ci5 ~ O'. 0 ...J UJ LL <8 j! ,1 ,, •• ,. ;I I, ,. •i m I' ~ 11 ~ :::;: ;:;m -a ~: 6 Q !!,m Z o ~; F u. I s o m ., z D... Fl" 0 Ii~ u ;Q !~ <( w ;/l!i :::;: z "~ D... " 1, 0 ,, 11 ,, ~~~ l,1 "'~!! ,,, i,1 "! 1~ ~;I! IB( !. CX) 0 0 N . 0) ... <( 0 () (]) > -0 "C () 2 C"') (/) co "C LO Ill '<I" () CX) 0 0 N . 0) ... <( 0 () (]) > "C Cl) 0 (ll ...J () ..c <( C"') (/) LO "C I- LO (ll UJ '<I" () 0 en <( > en > 0 OJ 0 Cr' Cr' I-OJ I-w N w Q_ N ci N Q_ 0 . ~ Q_ w '-.._ z z . 32 u f-OJ m « w c§ 0 0 °' I 7 0 u SHEET OF S-3 SUP 2018·0008 c---!• w '-,, f-0, j! < N 0 '-11 (N) ~AY ro 0 ,. SEE E ,I i, ~ ,, ~ 11 S: !li r_.i L(E) w • z CONC DECK s ta~ ----:: 0 :i:e! ~ O I!!~ Z (/) 0 II F -z u.. ~ 5 0 ~ 0 ., z r (N) FLOATING in ~ ·1 0 --------:E !ii u DOCK . 'iiT~ lli=ill="Trn~ > ~ ; ....:: -w w ,Its ::;; t -11 i----:111::: "' :z:: ;:;g 0.. -~/ l~'I' z " ,. I 0 0 ,1 1ii r I ::: :_:_._ :::_ :::J \::: \::-:-:._:_. <>J \< ii > ,, :-:--. ,, (N) STIFF AR-~ w !ii D:'. (N) WD POST ~ 0 ..J ;;;;:ii~ 'L _ _::i i I! ; w ,,, u. !,, (N) CONC FOOTING _;,----; (E) Iii <l <l ~ RIP-RAP 0 '!' z '•I '" 'l"-CfESS1~ f;r~c:,'[( 1 ss0~ ~ V)rf 1'-c3 No.C 66947 ;ci ~ fi -0:~~ 58 * * J\ CIV\\. ,;;;c"" A B C DOCK, GANGWAY AND PIER ELEVATION N.T.S. E --,1' RO OF CAl.l'Ci 08/20/2018 • 24'-0"± Iii 1'-0" I. = r---6 POSTS EA. SIDE EQUALLY SPACED I 1'-0" r----"' I I N °' I'\ tlJ < q I f"' C,C~ r a,< S.S. 0000 {'""'" I ~ ~ H (Q\ O V g I DOUG FIR TYP FIR POST TYP DOUG FIR I ea"i~0 \__-/ ,-=I i.n ~ • ~ .§\i r---< I I i :lZr-'-:,.: I I B , .... ~ r---© I ,I ~ ~ ~ ~ I I I I = "' ....:i_ ':c' ts ~ +-> Q) p., ~.§u"· I I . 0 ~ :l 00 "" •• I I -~ -~ ~ 1 I I 0 ~ :2 ~ uU ril .... I "' = ,..., "° \ N 0 ' 0 \ 0 d 0\ 0 0 II 0 =-00 \p \ I I lb 1P 1P IP 9' ,. II 0~ ol 'l o II o .. .'o \_ M ~ (4)2x12 S.S. S4S \____ DECKING TO MATCH PLATFORM z "J -"' " c--- DOUG FIR-UNDER AT )'4" SPACING GANGWAY BRACKET SIDE STRAIGHT GALVANIZED GANGWAY W/(3)½"¢ M.B. TYP 2xBLOCKING & ¾"¢ TIE RODS HINGE FOR ATTACHMENT AT EACH HANDRAIL POST TO DOCK F G H GANGWAY ELEVATION N.T.S. K co (/) 0 SEE PLAN 0 f-Q) N z½" DECKING TO MATCH '' I I I fil z C Q") ¾"x2" STRIP 4 a / < C .... PLATFORM \ I i ' ';\ 0 0 <( ::J (.) 0 0.. Q) 2xCLEAR DOUG \ (3)#6 S.S. 0.. Cil > --'\--II < ~ 0 "C ~i FIR SHAPED AS SCREWS, '-0 (ll r::... ! I\ I ~ SHOWN TYP I TYP -..c ' O' -(') rJl 'I,---w Q) co "C ' z ,.__ (ll " z 3 ,., "' 1 x4 S4S RAILING 0 m -.;t 0 ' 3)f -~ 0 W/(2)8d NAILS I TYP 0 I \ I -----n PER POST TYP ~ A !~. I z > <( ! ""'":\ ':.,-c,: TO MATCH ~i3 X 4 S 4 S CJ) .. _J ~ POST TYP ~ I-u PLATFORM -o_ ;:, i 0::: <( PLATE '¾s I I ' El"'--------I <( fr] -I \ -½"¢ M.B. W/WASHERS / / /-ON BOTH LL I- ~ ENDS TYP LL <( I -o @ EA POST ~o PLATE¼ / ✓ V -...J W/( 4 )½"¢xM.B. ~z ' CL WD BM PER PLAN ~ /:: ~ 2x12 STRINGERS 3:0 2x BLOCKING ¾"¢ TIE RODS TYP 0 !:: zo L M N GANGWAY HANGER -SIDE N.T.S. p GANGWAY SECTION N.T.S. Q <( 0 0~ A 2'-9iJf ® 0 -_j [V ::::s::: a.. PLATE ¼ W/M.B. TYP Ow co CL 0 /:: 1½" STD 0 0::: 0 PLATE }; e TYP ' PIPE~ 0 N \ -0~ . Q") \ -r... .... <( 0 w-----I I z 0::: 00 w I ----~----- '~ 0 Q) -0 -0 > " Cf) l CL / '¾5"¢ HOLES "' I-LL 0 "C ....J (ll ' CL /:: h-,! ~ TYP. <( I-0 ..c <( /:: ' N ' "\ 0 <( rJl ... I/ if}fo" TYP (') I-,_ ...J ...J ,., "C UJ -h. ..... ,., (ll 0 0 I ----1-----------c 4½" -6" LL a_ v 0 w p -TYP. TYP. 21fo" 2'-5" co (J] <C > < > CL -(J] > 0 WD BM PER PLAN /:: -'¾ 5"¢ HOLES 0 co 0 O:'. VA ' N ~ O:'. I--'--. co I-w V 4½" 1½" 0 N w 0 0.., ' D... 'S 1 r (3)20d GALV NAILS N oN !;! D... ~l~ w '--. z z . r~ 32 u ¾x2" BENT STRIP TYP \ --' 11 , 11 I >-CO m <( w cl 0 0 °' I ~ -r-::L --·" ~-, 0 u I ~ <> -/ +t "' I/ ' ' ~ SHEET OF J' ' :i" I. 4" ~r~ ---CENTER STRINGERS ~l Q' ~ ,., . 1 o" BRACKET 2xHEADER SHAPED & WITH½"¢ M.B. BOLTED TO GANGWAY S-4 TYP 31161'--/ 3/rnV A 0 EA END ® V R s T GANGWAY HANGER -TOP N.T.S. u GANGWAY BRACKET N.T.S. V ------··· --------------------------- A B F G L M R s V CLIP ANGLE DETAIL ~---CLIP ANGLE W/(4)7§"¢ M.B. FASCIA 5" N.T.S. 2x BLKG :::C:IAGONAL -~--....... -~~ L_ -:!~ BRACE TYP --............. ~~===:;,--:+~---/4 -h---_---..// t-~ ~' ANGLE W/(4)}'z"¢ /½J 1/ - CARRIAGE BOLTS EB·---._____ /.11,=;r_ W/WASHERS SEE ,-.ll=~ll>• ~=11§,-..,.r i - --j<,:c-----r-i-----~-.....,. /'i;l BUMPER STRIP-~ FASTENED WITH 20d NAILS @ 9" O.C. (N\ ~~ ~2x STRINGER PER PLAN 4"~!! WALER PER CONNECTION DETAIL DIAGONAL BRACING ---- PER PLAN (2)}'z"¢ CARRIAGE ----.\ BOLTS PER LEG ' \ ' CLEAT PER PLAN ---~ \\ BUMPER STRIP FASTENED WITH 20d NAILS @ 9" 0.C. FASCIA PER PLAN CONNECTION DETAIL ~-ANGLE W/(4)}'z"¢ CARRIAGE BOLTS :, = N ") CLIP ANGLE DETAIL I N.T.S. r-DECKING PER PLAN \_2xSTRINGER PER PLAN BLKG TYP --WALER PER PLAN N.T.S. N.T.S. C H N T DECKING PER PLAN---,---~ DIAGONAL BRACING ------t-- PER PLAN (2)}'z"¢ CARRIAGE ----+~ BOLTS PER LEG ' SUP 2018-0008 SEE PLAN #7x:f¼" LONG S.S. /.,,---CLEAT PER PLAN, WHERE SCREW PER ICC-ES OCCURS, CENTERED AT REPORT ESR-1667 WALER, TYP I (~ I ,,.,,..,.. / , .,,---BUMPER STRIP FASTENED WITH 20d NAILS @ 9" O.C. ii\ ft/ 0 :y: 0 ..GJ O ~ 0 ,/;;' l ~ /r~~:i1✓c':-~/~ .. "=,,,~=1'h'c:;•-~··= .. ~i= .• •=··=·"'_g~-;-"'~~=,· •s::;• ~c=••.=·•.=. ~.~ •• l1 _ ~:~~~-F:.:~~: ::: :~: TORSION TUBE----~ · · · · · · · 1• • • • • • • • • PLATE PER~ ..... 1 ·-·.·.·.·. G 1·· I FLOAT DRUM PER PLAN--.,, ~----WOOD STRINGER PER PLAN TYP -----2x BLKG PER PLAN -----4x8 AT TORSION BAR SPLICE OR 2x BLKG PER PLAN TYP ['----------------It OF TORSION BAR = it OF DOCK SECTION AT FLOAT DRUM SPLICE MEMBER SAME\ SIZE AS WALERS ,a\ 4'-0" 3" t. 6" " 6" " 6" t.3" 3" t. I I I I I I I I I I I I I I l I I 0 I 0 r' I I 0 0 I I NOTE: SPLICE JOINTS ON BOTH WALERS SHALL BE STAGGERED. TYPICAL SPLICE DETAIL I I I I 0 6" " 6" I I I I I I 0 0 (8)¾"¢ CARRIAGE BOLTS STAGGERED ' I 6" 3" I I I ' I I I I I I I 0 I ~WALER TYP PER PLAN, N.T.S. J p u 3"x36"0'4" GALV. ~ STEEL PLATE a a 8" I 1 '-2" I N.T.S. E r 7§"¢ HOLES FOR }'z" BOLT, TYP. ( J O O 3 ~ 2Y:z"¢ MIN. 3'-0" GALV. STEEL TORSION TUBE TORSION TUBE PLATE DETAIL N.T.S. K CLIP ANGLE--~ W/(4)7§"¢ M.B. ~-------- 11/" 131'" 12 ,;Y'2 TYP. ITYP. CLIP ANGLE DETAIL V I I VFASCIA (ABOVE) I I I I __ ..l._...l 5" 3)f ---f-e- ~n.. --+e---~ 'J· ill N.T.S. Q CAST DUCTILE IRON - HOT DIP GALVANIZED CLEAT CENTERED W/WALER c...e..=....-=__-_-_-__--irl:rr--=-n-.L-~-::=i Ji: 'c=): liC-/,DECKING TYP h-~/4,=tla=aa=s=a,'Fl=~~,~½-.-I, I C ' ~ WALER PER PLAN NOTE: FACIA NOT SHOWN FOR CLARITY. CLEAT DETAIL N.T.S. V ----------~ ----------------~·------------------------- w f-- <( 0 (/) z 0 uj 5 w °' f--z <( 0 ::J 0. 0. <( ' °' w z 5 0 0 z <( • J en (].) C C (.) co ~ ..... ..... (].) .... co Cl) .. ~~ 0::: 0 <( LU LL I- LL <( -u t3 0 -....J ~z so (9 1--z O <( 0 (9 ::!; -_j '.:::('.'. a.. U LU 0 0::: 0 (9 ~ z 0::: -0 I-LL <( l-o <( ....J ....J LL Q.. [X) -0 N "' 0 CX) 0 0 N . Ol ,.__ <( 0 CJ ~ -ti CJ 2 M en co .:: LO Cl! "" CJ CX) 0 0 N . Ol ,.__ <( 0 CJ (I) > -Cl) 0 "C ....J CJ 2 C'1 en i LO ,:: W LO Cl! 0 "" CJ (J) :;; > (J) 0 [X) 0 O'.'. -O'.'. 1-- [X) 1--w N w Q_ N ci N Q_ D . ~ Q_ w"' z z . 3'2 u f--[X) (I] <( w ;:'§ 0 0 °' I , 0 u SHEET OF S-5