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HomeMy WebLinkAbout014 I 5' I Ld I I I 0 .RAL NOTES - 5 Ll � . I 9 t . I . . . . - - GENERAL REQUIREMENTS . FOUNDATIONS CONCRETE ABBREVIATIONS 1. CONSTRUCTION SHALL BE IN CONFORMITY WITH THE 2016 EDITION OF THE 1. THE CONTRACTOR SHALL ESTABLISH ALL CONSTRUCTION LINES AND PROCEED WITH 1. ALL CONCRETE MIX DESIGNS, CONFORMING TO CHAPTER 19 OF ACI 318-14, TABLE . A.B. ANCHOR BOLT F.O.M. FACE OF MASONRY PSF POUNDS PER SQUARE FOOT o bR 'o .......... . CALIFORNIA BUILDING CODE (CBC) AND ALL APPLICABLE LOCAL AND STATE THE EXCAVATION OF ALL FOOTINGS AS CALLED FOR ON THE DRAWINGS. 19.3.2.1, CATEGORY (C) & CLASS C2 PER TABLE 19.3.1.1 OF ACI 318--14, SHALL BE A•C. .........., ASPHALT CONCRETE F.O.S.......... FACE OF STUD PSI POUNDS PER SQUARE INCH z L Z" .. CODES AND ORDINANCES. • 2. FOOTINGS SHALL BEAR ON NATURAL UNDISTURBED UNIFORM EARTH OR SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL BEFORE ANY CONCRETE IS A/C ............ AIR CONDITIONING F.N- FIELD NAILING P.T. ............. PRESERVATIVE TREATED O a P T 2. SITE INSPECTION: THE CONTRACTOR SHALL EXAMINE THE PROJECT SITE & ENGINEERED COMPACTED FILL, PLACED. ALL CONCRETE MIXES SHALL HAVE A MINIMUM CEMENT CONTENT OF 6.0 A.C.P. . ASPHALT CONCRETE PAVING F.S. ............. FAR SIDE R.D. ............. ROOF DRAIN t" N a ...,.... a. I SHALL VERIFY ALL DIMENSIONS, LOCATIONS & ELEVATIONS OF THE EXISTING 3. NO REINFORCING STEEL AND NO CONCRETE SHALL BE PLACED IN ANY EXCAVATION SACKS OF CEMENT PER CUBIC YARD OF MIX. ALL CONCRETE MIXES SHALL BE ADDL .......... ADDITIONAL FT FEET OR FOOT REBAR ......... REINFORCING BAR w w Ii 3. f CONSTRUCTION.THE CONTRACTOR SHALL ALSO DILIGENTLY INVESTIGATE THE PRIOR TO APPROVAL BY THE BUILDING DEPARTMENT. CERTIFIED BY A CONCRETE TESTING LABORATORY AND SIGNED BY A CALIFORNIA A.F.F. ......... ABOVE FININSH FLOOR FTG ............. FOOTING R.B. ............. ROOF BEAM x o Is . 1 SITE FOR THE POSSIBLE EXISTENCE & LOCATION OF UNDERGROUND UTILITIES, 4. THE TOP OF ALL EXCAVATIONS SHALL BE PROTECTED AGAINST HEAVY SURCHARGE REGISTERED CIVIL ENGINEER. ALUM .......... ALUMINUM GALV ........... GALVANIZED READ ........... REQUIRED I PRIOR TO ORDERING ANY MATERIAL AND/OR COMMENCING WORK AND SHALL LOADS AND FROM EROSION DUE TO RAINFALL OR SURFACE RUN-OFF DURING THE 2. CONCRETE SHALL HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 6000 PSI AND •,-•„•„•, „ ,, ! / ALT ...,........ ALTERNATE GA ... GAUGE REIF .,. REINFORCING ,. 1 REPORT ANY DISCREPANCIES TO "PMA CONSULTING, INC. "HEREINAFTER ENTIRE CONSTRUCTION PERIOD. A 0.40 WATER-TO-CEMENT RATIO. ANOD ANODIZED G.I. .............. GALVANIZED IRON REF ,..,...... REFERENCE si ..... " 5. THE SOILS REPORT DESCRIBED UNDER ITEMS N�o.7 BELOW SHALL BE A PART OF 3. CONCRETE GROUT SHALL HAVE THE SAME COMPRESSIVE STRENGTH AS THE OTHER H CALLED THE ENGINEER . ARCHT ,....... ARCHITECTURAL GLB ............. GLU--LAM BEAM REV ............. REVISION THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL OBTAIN THE SOILS CONCRETE AND SHALL BE A SUITABLE MIX CONSISTING OF PEA GRAVEL, SAND, � � 3. CONTRACTOR SHALL PROVIDE BARRICADES AND PEDESTRIAN PROTECTION AS B.B. BOTTOM OF BEAM GLP ............. GLU-LAM PURLIN R.J. ............. ROOF JOIST REPORT AND COMPLY WITH ALL RECOMMENDATIONS THEREIN. CEMENT AND WATER. MAXIMUM SLUMP SHALL BE 5 INCHES. AN APPROVED REQUIRED BY STATE AND LOCAL CODES. BET .............. . BETWEEN -GYP BD ......... GYPSUM BOARD RM .............. ROOM if 6. PAD PREPARATION SHALL BE IN ACCORDANCE WITH THE SOILS REPORT. THE SUPERPLASTICIZING ADMIXTURE MAY BE ADDED TO INCREASE THE SLUMP TO MAXIMUM ............. HEADER R.O. ROUGH OPENING I 4.: CONTRACTOR SHALL CONSULT WITH REPRESENTATIVES OF CITY AND UTILITY BLDG BUILDING HDR SCHEDULE p j< x5K COMPANIES CONCERNING AVAILABLE FACILITIES BEFORE COMMENCING WORK OR PAD SHALL BE INSPECTED AND APPROVED BY THE SOILS ENGINEER PRIOR TO 7.5 INCHES. GROUT UNDER STEEL COLUMN BASE PLATES SHALL BE "RAPID-SET" OR BLKG ........... BLOCKING HGR ............. HANGER - SCH ........... CONNECTING TO SEWER, PIPING OR WIRING, ETC., AND REPORT ANY PROBLEMS PLACING ANY CONCRETE. THE PAD SHALL BE KEPT MOIST PRIOR TO THE "FIVE STAR GROUT" OR APPROVED EQUAL. BM BEAM HK .............. HOOK SECT ........... SECTION z TO THE ENGINEER. PLACING OF CONCRETE. 4. CONCRETE SHALL BE DESIGNED FOR PERMEABILITY, STRENGTH, CHEMICAL STABILITY B.N. .... BOUNDARY NAILING10 HORIZ .......... HORIZONTAL SHTG ........... SHEATHING 5, CONTRACTOR SHALL FULLY PROTECT ALL ADJACENT PROPERTIES BEFORE 7• FOUNDATION DESIGN IS BASED ON THE RECOMMENDATIONS CONTAINED IN THE AND ABRASION RESISTANCE, APPROPRIATE FOR ITS APPLICATION. PORTLAND CEMENT BOT ............. BOTTOM H,P. ............. HIGH POINT SHT ............. SHEET COMMENCING ANY WORK. SOILS REPORT ON FILE WITH THE BUILDING DEPARTMENT. SHALL CONFORM TO ASTM C 150 TYPE I OR TYPE II MODIFIED, AND LOW ALKALI. B.W. ....:...... BOTTOM OF WALL HT ............... HEIGHT SfM ....,.:....... SIMILAR I 11 FESS/q�, 6.1 OMISSIONS OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE DRAWINGS, CHEMICAL ADMIXTURES SHALL CONFORM TO ASTM C 494. CHEMICALS DESIGNED TO C .... CHANNEL H.S. . HIGH STRENGTH S.J,,,,,,,,,,,,,,,, SAWCUT JOINT � �RISS �l NOTES, AND DETAILS SHALL BE BROUGHT TO THE ATTENTION OF THE SOILS REPORT PREPARED BY:.............................. EGA CONSULTANTS, INC. LIMIT CORROSION OF INTERNAL REINFORCING MAY BE USED. AIR ENTRAINMENT CANT CANTILEVER HVAC .HEATING/VENTILATING & AIR S.P,,,,,,,,,....... SPLICE POINT � �� OG,4 1 ENGINEER AND RESOLVED BEFORE PROCEEDING WITH THE WORK. ADDRESS: ............................................................... 375 C,�MONTE VISTA AVENUE ADMIXTURES SHALL CONFORM TO ASTM C 260. COARSE AND FINE AGGREGATE SHALL C.G. ... CENTER OF GRAVITY CONDITIONING SPA ............... SPACING - �.� • •• C� No.0 66947 sit 7. CONTRACTOR SHALL INSTALL TEMPORARY TOILETS BEFORE START OF JOB. COSTA ESA, CA 92627 CONFORM TO ASTM C 33, AND ASTM C 330 WHERE LIGHTWEIGHT AGGREGATES ARE C.J. CONSTRUCTION JOINT 1N INCH SPECS SPECIFICATIONS �1<7 % .... ................ ......... z ,C 66 o �, 8.1 NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER THESE USED. LIGHTWEIGHT AGGREGATE, IF USED, SHALL CONSIST OF EXPANDED AND COATED OR CEILING JOIST INFO ............ INFORMATION SQ ............... SQUARE 1 GENERAL NOTES. PHONE NUMBER: .....................................................(949) 642-9309 SHALE OR EQUIVALENT MATERIAL OF SUFFICIENT STRENGTH AND DURABILITY TO CL ................. CENTER LINE INT . INTERIOR STAGG STAGGERED alp CIV1\ * 9.� TYPICAL DETAILS SHOWN SHALL APPLY WHERE NO SPECIAL DETAIL IS SHOWN. PROVIDE CONCRETE OF THE REQUIRED STRENGTH. CLG .............. CEILING J.B. ............. JOIST BEARING STD ............... STANDARD qT WHERE A DETAIL, TYPICAL DETAIL, SECTION, TYPICAL SECTION, OR A NOTE IS FAX NUMBER: ........................... ..........................(949) 642-1290 5. CONCRETE TEST SAMPLES SHALL BE TAKEN IN ACCORDANCE WITH A.S.T.M. AND CBC CLR ....,........ CLEAR J.G. ............. JOIST GIRDER STIFF . ........... STIFFENER F OF- . CAWaF�� SHOWN FOR ONE CONDITION, IT SHALL ALSO APPLY FOR ALL LIKE OR SIMILAR STANDARDS. RESULTS OF THE 7 & 28 DAY TESTS SHALL BE SUBMITTED TO THE C.M.U. CONCRETE MASONRY UNIT JST ............. JOIST STL ............. STEEL 05/08/2019 f CONDITIONS UNLESS NOTED OTHERWISE. SOILS REPORT DATE: ..............................................08/16/18 ENGINEER FOR HIS RECORDS. SLUMP TESTS ARE REQUIRED FOR ALL TEST SAMPLES COL ........,... COLUMN JT ............. JOINT S-S. ............. SELECT STRUCTURAL OR . 1d. DRAWINGS TAKE PRECEDENCE OVER SPECIFICATIONS, DETAILED DRAWINGS AND SOILS REPORT NUMBER: .........................................BS136.1 AND MUST ALSO BE REPORTED. ADDITIONALLY, ALL LIGHT WEIGHT CONCRETE SAMPLES COMPO .... . COMPOSITION K.S............... KNOCK OUT STAINLESS STEEL 1 SPECIFICATIONS TAKE PRECEDENCE OVER GENERAL DRAWINGS AND MEMORANDUM jADDENDUM REPORT DATE:...............04/03/19 MUST HAVE THEIR IN-PLACE DENSITIES DETERMINED AND REPORTED. CONC CONCRETE L ................. ANGLE STRUCT ....... STRUCTURAL I SPECIFICATIONS. 6. SIDES OF FOOTING PADS MAY BE POURED AGAINST STABLE EARTH. CONN .......... CONNECTION LAT ............. LATERAL SYM ............. SYMETRICAL � ��'- 11, WRITTEN DIMENSIONS (NOT SCALED DIMENSIONS) SHALL BE USED. - 7. SLURRY CONCRETE, WHERE SPECIFIED OR USED, SHALL HAVE A MINIMUM CEMENT CONT .......... CONTINUOUS . . LDR ............. LEDGER T & B ......... TOP & BOTTOM 00 ! 12. TEMPORARY ERECTION BRACING AND SHORING SHALL BE PROVIDED AS CONTENT OF 1.5 SACKS OF CEMENT PER CUBIC YARD OF MIX. CONST ........ CONSTRUCTION LG ............... LONG T & G ......... TONGUE & GROVE n S REQUIRED ON ALL STRUCTURES, ADEQUATE TO PROVIDE FULL STRUCTURAL 8. SEE ARCHITECTURAL NOTES FOR COLORED OR TEXTURED CONCRETE. CORR ... ...... CORRIDOR LLH .............. LONG LEG HORIZONTAL TEMP ........... TEMPERED `4 � STEEL STABILITY AND SAFETY. BRACING SHALL NOT BE REMOVED UNTIL THE 9. CONCRETE FORM WORK TOLERANCES SHALL BE IN ACCORDANCE WITH CBC AND A.C.I. CTR ..........., CENTER LLV .. ........... LONG LEG VERTICAL T.F. ............. TOP OF FOOTING ELEMENTS ARE FULLY CONNECTED AND ARE CAPABLE qF SUPPORTING THE 1. STRUCTURAL STEEL SHAPES AND PLATES SHALL CONFORM TO A.S.T.M. A572 STANDARDS. DBL .... ...... DOUBLE LONGlT LONGITUDINAL T.B. ............. TOP OF BEAM . 05 0 A� pq ]L< DESIGN LOADING. 10. ALL STEEL REINFORCING, ANCHOR BOLTS, DOWELS AND OTHER INSERTS SHALL BE DET ............ DETAIL L.P. ............. LOW POINT TG ....... .... TAPERED GIRDER 14 ° GRADE 5O OR A992 WITH FY = 50 KSI. z r 1 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE SECURED IN POSITION AND INSPECTED BY THE LOCAL BUILDING DEPARTMENT DF .............. DOUGLAS FIR LT ............... LIGHT T.G. TOP OF GIRDER f� 2. STEEL PIPE COLUMNS AND OTHER STEEL PIPE STRUCTURAL MEMBERS SHALL """"""' 0 N P-4 RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF INSPECTOR PRIOR TO THE PLACING OF ANY CONCRETE. - D.F. DRINKING FOUNTAIN MATL .......... MATERIAL THK ............. THICK CONFORM TO A.S.T.M, A53, GRADE B. PICK-UP � �r I CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND 3• STRUCTURAL STEEL TUBING SHALL CONFORM TO A.S.T.M. A500, GRADE B, FY 11• pRCASTECONCRETESSARY �PANE 5RSHALlABESDESGNED BY OTHERS �OR�SAFE�ERECTION OF DIAPH ......... DIAPHRAGM M,S. ............ MACHINE BOLT T RU.,,,.,...,,.. TOP OFLEDGER UGHa g 4 r v PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; = 46 KSI. THE PANELS. DIA ............... DIAMETER MATL .......... MATERIAL T.N. .............. TOP OF NAILER It � g Q! AND THAT THE. CONTRACTOR SHALL � � 4. BOLTS SHALL CONFORM TO A.S.T.M. A307, UNLESS NOTED OTHERWISE, 12. NO CALCIUM CHLORIDE SHALL NOT BE USED IN ANY CONCRETE. DIM DIMENSION MAX MAXIMUM T.O. ° DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS ............. ............ .............. TOP OF C „ WHERE HIGH STRENGTH (H.S.) BOLTS ARE SPECIFIED, THEY SHALL BE 13. ALL CONCRETE TO BE CURED FOR A MINIMUM OF 3 DAYS BY A METHOD ACCEPTABLE DN DOWN M.B. . MACHINE BOLT T.O.P............ TOP OF PARAPET PANEL 1 r. � a .14 FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE " - -- • •• / PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING MINIMUM 3/4 DIAMETER AND CONFORM TO A.S.T.M. A325 SC CLASS A TO THE ENGINEER_ FORMS MAY BE STRIPPED ONLY AFTER THE CONCRETE HAS DP ................ DEEP MECH MECHANICAL T.O.S .......... TOP OF STEEL t0 W FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. UNLESS NOTED OTHERWISE ON THE PLANS. THE INSTALLATION OF H.S. ATTAINED MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. D.S. DOWNSPOUT MEZZ .......... MEZZANINE TOT ........,... TOTAL 14. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION NOT TO UNDERMINE BOLTS SHALL BE INSPECTED BY A REGISTERED DEPUTY INSPECTOR 14. CHAMFER EXPOSED CORNERS %" U.N.O. DWGS .......... DRAWINGS MFD ............. MANUFACTURED TRANSF ....... TRANSFER ° . ANY ADJACENT STRUCTURE DURING THE COURSE OF CONSTRUCTION. APPROVED BY THE BUILDING DEPARTMENT. (E) ............. EXISTING MFR ............. MANUFACTURER TRANSV ....... TRANSVERSE 9 2 15. CLEAN UP: NO PAINT, PLASTER, CEMENT, SOIL, MORTAR OR OTHER RESIDUE 5. ALL BOLTS HOLES IN STEEL MEMBERS SHALL BE STANDARD HOLES, U.N.O. EA ............... EACH MIN .............. MINIMUM TS ,,..,....,..,,, TUBE STEEL SHALL BE ALLOWED TO ENTER THE BAY, STREETS, GUTTERS OR STORM 6. STRUCTURAL STEEL "NELSON" STUDS SHALL BE MANUFACTURED FROM NAILING AND FASTENERS E,F.....,„,,,,„ EACH FACE MISC ............ MISCELLANEOUS T.S. ............. TOP OF SLAB 04 DRAINS. ALL MATERIALS & WASTE SHALL BE REMOVED FROM THE SITE, NBMC C1015, C1017 AND C1020 COLD DRAWN STEEL CONFORMING TO A.S.T.M. ELEC ............ ELECTRICAL M.F.O. .......... METAL FRAMED OPENING T.W. ............. TOP OF WALL . , 17.32.020. : 1. ALL NAILS AND FASTENERS SHALL BE CORROSION RESISTANT MEETING ASTM A153 ELEV ............ ELEVATION MLB ............. MICROLLAM BEAM TYP ............* TYPICAL A108-58T, 1 fi. DEMOLITION; ALL MATERIAL FROM THE EXISTING BULKHEAD THAT iS NOT USED CLASS D, HOT DIP GALVANIZED AND BE ACRYLIC ADHESIVE 0R THERMAL PLASTIC EMBED ........ EMBEDMENT, EMBEDDED M,P.H. ......... MILES PER HOUR U.N.O. .......... UNLESS NOTED OTHERWISE 7. LIGHT GAUGE STEEL MEMBERS SHALL CONFORM TO A.S.T.M. STANDARDS AS AS FILL SHALL BE REMOVED FROM THE SITE & DISPOSED OF IN AN OFFICIAL RESIN LATEX ADHESIVE COATED. E.N. ............. EDGE NAILING MTL ............. METAL VERT ........... VERTICAL . i DUMP SITE. FOLLOWS: �: EQ EQUAL (N) NEW V.I.F. VERIFY IN FIELD 2. ALL NAILS SHALL BE 16D (0.148 DIAMETER) HELICAL THREAD NAILS, WITH MINIMUM • ••••••••••••• �� °° A FOR 18 GA. THICK AND LIGHTER STEEL A446, GRADE A (GALVANIZED) E.S. ............. EACH SIDE N.I.C. ........... NOT IN CONTRACT w 17. SEE THE LATEST GENERAL GRADING SPECIFICATIONS OF THE BUILDING . BENDING YIELD STRENGTH OF FYB = 90,000 PSI, U.N.O. / ............... WITH . DEPARTMENT FOR THE CITY'S: GENERAL NOTES, EROSION CONTROLS, REQUIRED KS MELD GRADE 33 OR A611, GRADE C - ALL HAVING MINIMUM OF 33 3. NAILING OTHER THAN ROOF OR FLOOR DIAPHRAGM SHOWN ON THE DRAWINGS SHALL E,W .............. EACH WAY NO. ...........,. NUMBER . WD .............. WOOD I KSI YIELD STRENGTH. EXIST ........... EXISTING N.S. ............. NELSON STUD OR NEAR SIDE W ................ WIDE FLANGE INSPECTIONS, GRADING FILLS/CUTS & ALL NECESSARY DOCUMENTATION. BE IN ACCORDANCE WITH TABLE 2304.9.1 OF THE CBC. 1$. POOLS, SPAS, FENCES, PATIO COVERS AND OTHER FREESTANDING STRUCTURES B) FOR 16 GA. THICK AND HEAVIER STEEL : A446, GRADE D (GALVANIZED) EXP ............. EXPANSION N.T.S. .......... NOT TO SCALE W/O ............ WITHOUT T_ REQUIRE SEPARATE REVIEWS AND PERMITS. 4. NAILS FOR ROOF AND FLOOR SHEATHING SHALL HAVE A MIN OF 1Y2 PENETRATION OR A570, GRADE 50 OR A6O7, GRADE 50 - ALL HAVING MINIMUM OF EXT .. EXTERIOR Q.C. ... ON CENTER W.P. ............... WORK POINT INTO THE FRAMING MEMBERS. CU 191. ALL A.S.T.M. SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE IN 50 KSI YIELD STRENGTH. F.D. .....,... FLOOR DRAIN OFF ............. OFFICE W.R. ............. WATER RESISTANT 04 8. FABRICATION AND ERECTION SHALL CONFORM TO THE LATEST EDITION OF 5. ALL HARDWARE SHALL BE CORROSION-RESISTANT COMPLYING WITH HDG G185 FINISH FDN .....,„..... FOUNDATION OPNG ........... OPENING WT .....•....... WEIGHT N 04 I ACCORDANCE WITH THE LATEST ISSUE OF THE A.S.T.M. .� � � A.I.S.C. SPECIFICATIONS. AND BE MANUFACTURED BY SIMPSON STRONG-TIE CO., INC. (OR APPROVED EQUAL), F.F. .............. FINISH FLOOR OPP HD ....... OPPOSITE HAND W,W.F. .......... WELDED WIRE FABRIC 20. OBSERVATION VISITS TO THE PROJECT SITE BY THE ENGINEER SHALL NOT BE O C < CONSTRUED AS ANY INSPECTION AS REQUIRED BY CODE. 9. ALL HOLES FOR BOLTS IN STRUCTURAL STEEL SHALL BE DRILLED OR AND SHALL HAVE A VALID ICC NUMBER ON THE PRODUCT. ANY DEVIATION FROM THE F.G. ............ FINISH GRADE O.S.F. .......... OUTSIDE FACE X ................. EXTRA STRONG V) > () i PUNCHED. BURNING OF HOLES SHALL NOT BE PERMITTED. APPROVED PRODUCTS MUST BE APPROVED BY THE BUILDING DEPARTMENT, NOT BY FIN ............... FINISH P.C. ............ PIPE COLUMN XX ............... DOUBLE EXTRA STRONG ..%4 10. ALL STEEL SHALL BE STAINLESS, HOT DIP GALVANIZED OR EPDXY COATED. THE FIELD INSPECTOR. F.J. .............. FLOOR JOIST PEN ............. PENETRATION z U '�C 6. ALL HARDWARE SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. BLIND FLG .............. FLANGE PL ................. PLATE OR PROPERTY LINE < m > 0 GRADING NOTES FLR ....... ...... FLOOR PILAS .......... PILASTER NAILING SHALL NOT BE ACCEPTABLE AND WILL BE REJECTED, _3 I'm Q) 1. THE ANTICIPATED TOTAL VOLUME OF CUT AND FILL FOR SEAWALL 7. WHERE MECHANICAL OR ADHESIVE ANCHORS/DOWELS ARE INDICATED ON DRAWINGS: F•O.0. .......... FACE OF CONCRETE PLYWD ......... PLYWOOD a " m 4-0 1 CONSTRUCTION ON THIS PROJECT WILL BE GREATER THAN 50 CUBIC YARDS. REINFORCING STEEL Q _0 N THUS, GRADING PERMIT IS REQUIRED - SEE ITEM 2 BELOW. A) MECHANICAL ANCHORS SHALL BE HILT[ KWIK BOLT KB-TZ AND BE INSTALLED IN , . © q) 0 1. FOR STRUCTURES EXPOSED TO SALT WATER SPLASH OR IMMERSION, REBAR REINFORCEMENT ACCORDANCE WITH ICC ESR-1917 2. WHEN A GRADING PERMIT & PLANS ARE REQUIRED, IF NO GRADING IS I"'- 3j CL SHALL CONFORM TO ASTM A 706, UNLESS NOTED .OTHERWISE ON DETAILS, AND SHALL BE ADDRESSED ON THE PLANS - SEE THE CIVIL & ARCHITECTURAL PLANS FOR B) ADHESIVE ANCHORS SHALL BE HILTI "HIT-HY 200 MAX-SD" ADHESIVE INSTALLED w . EPDXY COATED PER ASTM A 934, AFTER BENDING OF THE REBARS. WELDED WIRE MESH " " z L THE FINISH GRADING ON THE SHORE SIDE OF THE BULKHEAD. IN ACCORDANCE WITH ICC ESR-3187 OR SIMPSON STRONG-TIE SET-XP EPDXY SHALL CONFORM TO ASTM A 185 AND SHALL BE EPDXY COATED CONFORMING TO ASTM A � � � z 3, I A PRE-GRADING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START 884, WITH ALL VISIBLE DEFECTS AND CUT ENDS REPAIR COATED. WIRES USED TO TIE ADHESIVE INSTALLED IN ACCORDANCE WITH ICC ESR-2508. OF GRADING WITH THE FOLLOWING PEOPLE PRESENT:OWNER, GRADING REINFORCING STEEL SHALL BE EITHER EPDXY COATED STEEL., OR A 316 STAINLESS STEEL. C) HOLES SHALL BE DRILLED WITH NON-REBAR--CUTTING DRILL BITS. CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, GEOLOGIST, CITY 2. REINFORCEMENT MARKED CONTINUOUS MAY BE SPLICED BY LAPPING 42 BAR DIAMETERS IN D) CONTINUOUS INSPECTION IS REQUIRED FOR THE INSTALLATION OF THE ALL GRADING ENGINEER OR THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS CONCRETE AND 4$ BAR DIAMETERS IN MASONRY WITH 24 INCH MINIMUM LAP IN EACH CASE, ANCHORS DOWELS BY A REGISTERED SPECIAL INSPECTOR APPROVED BY THE WILL BE OUTLINED AT THE MEETING. UNLESS NOTED OTHERWISE ON PLANS. ALL SPLICES WHEN DETAILED SHALL BE LOCATED / 4. ' A PRE-PAVING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF WHERE SHOWN ON PLANS. BUILDING DEPARTMENT. THE INSPECTOR SHALL VERIFY THE INSTALLATION OF GRADING WITH THE FOLLOWING PEOPLE PRESENT.-OWNER, GRADING 3. REINFORCING STEEL SHALL BE ACCURATELY PLACED AND SECURED IN POSITION WITH METAL ANCHORS/DOWELS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS d. CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, GEOLOGIST, CITY OR CONCRETE BLOCKS, CHAIRS, SPACERS, ETC., AND WIRE TIES BEFORE PLACING ANY INCLUDING CLEANLINESS OF DRILL HOLES AND PROPER EMBEDMENT, t iQ t ky`^ 5- i s I GRADING ENGINEER OR THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS CONCRETE. " " m . . .z ,� = Y CI, E} UNLESS NOTED OTHERWISE ON THE DRAWINGS, USE MINIMUM DIAMETER AT 24 to _ ' .Q y � _I -�, WILL BE OUTLINED AT THE MEETING. 4. ADDITIONAL REINFORCING REQUIRED FOR ERECTION OF PRECAST CONCRETE PANELS SHALL ON CENTER WITH A MINIMUM OF 5 EMBEDMENT. , '"`' .` ` *. �� � ` �' <C 5. THE PROJECT GEOTECHNICAL ENGINEER SHALL INSPECT & APPROVE ALL BE ADDED PER THE CONTRACTOR'S DEfAtLS. % ' � y,� 8�k i . '' � anp,� 1. K }- AREAS PRIOR THE THE PLACEMENT OF ANY FILL. 5. MINIMUM CONCRETE COVER FOR REINFORCING STEEL SHALL 8E AS FOLLOWS UNLESS NOTED1. ' + j ':k x,titi �+�"�', I- 'sir+ y+ '�'-` HerYf07)8f8nd. +;�`^ D - /" 6, ALL FILLS SHALL BE INSPECTED, TESTED & APPROVED BY THE GEOTECHNICAL oTHERWISE. ols��tacntci , :. ,v%1,a 4 GENERAL SPECIAL INSPECTIONS1. -o i ©C ENGINEER VERIFYING MINIMUM OF 90� REQUIRED RELATIVE COMPACTION AS A) CONCRETE BELOW GRADE OR IN CONTACT WITH SOIL: WHEN CAST AGAINST EARTH 3 , � , vra� s WELL AS STABILITY. WHEN FORMED 2 . 1• PERIODIC NON-CONTINUOUS OR CONTINUOUS SPECIAL INNSPECTION BY A CITY '-`:�..itto�°� � � � � � 7. ALL EXCAVATIONS FOR ANCHORS SHALL BE INSPECTED & APPROVED BY THE B WALLS ABOVE GRADE:EXTERlOR FACE 1 INTERIOR FACE 1". ( } `l. _ x��`�°�° -' %' Ya CERTIFIED DEPUTY INSPECTOR IS REQUIRED FOR THE FOLLOWING. GEOTECHNICAL ENGINEER PRIOR TO PLACING CONCRETE. C PRECAST CONCRETE ELEMENTS: AS DETAILED. ParkCommr,nRy N,.Wp*rc . 8. TEMPORARY EROSION CONTROL PLANS ARE REQUIRED FROM OCTOBER 15 TO ) A) SITE CONCRETE WORK (COPING & ANCHOR BEAM) ............CONTINUOUS, iLLLLLLLLi _LL4: �� D) CONCRETE SLAB ON GRADE: REINFORCING STEEL AT CENTER OF SLAB, UNLESS NOTED ��, P4ECT � MAY 15. B) INSPECT SHEET PILE FOR LENGTH & DAMAGE .....,..NON-CONTINUOUS. . W. OTHERWISE. ......... . a•rAvn; "� �: u w4°` (1) 9, EROSION CONTROL DEVICES SHALL BE AVAILABLE ON-SITE BETWEEN OCTOBER g. REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE WITH CBC SECTION 1907. C) T & G LOCKING OF PANELS ..... .NON-CONTINUOUS. $ --• W 15 AND MAY 15. ......... .. ....... .. ......... .....,. �r6ylwna h_ 7. ALL TIE WIRES SHALL BE MINIMUM 16 GAUGE, BLACK ANNEALED, CONFORMING TO A.S.T.M. D) ANCHOR ROD TENSIONING :....................................................NON--CONTINUOUS. -: f/1 10. BETWEEN OCTOBER 15 AND MAY 15, EROSION CONTROL MEASURES SHALL BE A82, w �` , Q E} GROUTING OF PVC SLEEVES :.................. w 11; I................... . ........NON-CONTINUOUS. " � % ;: ,.; Sax IN PLACE AT THE END OF EACH WORKING DAY WHENEVER THE FIVE-DAY 8, ALL REINFORCING BARS SHALL BE FREE OF RUST, GREASE OR OTHER MATERIAL LIKELY TO fl w 'oo$ 1. �� PROBABILITY OF RAIN EXCEEDS 3 PERCENT. URiN E IN R F TN F) PILING INSTALLATION :.........................................................•..NON-CONTINUOUS. - " 81?�westaayA, ;r' - , , N #roalsiand W DS 0 D G THE REMAINDER DE 0 E fMPAIR BONDING. `,!__ � G HELICAL ANCHORS INSTALLATION IN ACCORDANCE WITH w,��� w �. � �P M --1 YEAR, THEY SHALL BE IN PLACE AT THE END OF THE WORKING DAY, 9. ALL BENDS IN REINFORCING SHALL BE COLD BENDS. ) 1. H THE SECTION 2.4.2. OF ICC ER 2794.................. .NON-CONTINUOUS. >. - Cfl WHENEVER E DAILY RAINFALL PROBABILITY EXCEEDS 50 PERCENT. SEE v.. . au E +ray. s . _ Nfr Q DETAILS N & TON SHEET SW-2. SPECIAL INSPECTION IS REQUIRED FOR SEAWALL PANEL CONCRETE !F NOT CAST IN . r N W 11. LANDSCAPING PLANS SHALL BE SUBMITTED FOR APPROVAL, WORK COMPLETED A CERTIFIED YARD. '--- _ s afw Z AND A CERTIFICATE OF CONFORMANCE RECEIVED BY THE CITY GRADING WELDING 2. CONTINUOUS SPECIAL INSPECTIONS IS REQUIRED FOR THE INSTALLATION OF ANCHORI. F ``'`- e� Fr,xo 1. N `� W ENGINEER PRIOR To CLOSURE OF PERMIT, UNLESS WAIVED BY THE CITY BOLTS, ADHESIVE ANCHOR BOLTS, ADHESIVE DOWELS AND MECHANICAL ANCHORS �� -. ... ' ' �" 1. ALL WELDING SHALL BE DONE USING THE SHIELDED ELECTRIC ARC PROCESS BY '; GRADING ENGINEER. IN ALL CONCRETE AND MASONRY WORKS. j v , z ~ Q CERTIFIED WELDERS, USING E70XX ELECTRODES. 1. `�� Q 12. TEMPORARY DESILTING BASINS, WHEN REQUIRED, SHALL BE INSTALLED AND 3. SPECIAL INSPECTIONS SHALL BE DONE BY ONE OR MORE REGISTERED DEPUTY MAINTAINED FOR THE DURATION OF THE PROJECT. 2. WELDING OF STEEL REINFORCING BARS SHALL BE DONE WITH LOW HYDROGEN : � �-� 0 tt'f Q ELECTRODES, A233, CLASS E70XX SERIES. {SPECIAL} INSPECTORS, APPROVED BY THE BUILDING DEPARTMENT ONLY, 1. : ,� y sa�b �r N cr 13. DATUM. ALL ELEVATIONS ARE BASED ON MLLW AND/OR NAVS88 DATUM. 3. WELDS REQUIRING CONTINUOUS OR PERIODIC SPECIAL INSPECTION NEED NOT HAVE HIRED AND PAID FOR BY THE OWNER. W f., OI:1 t 4, SITE VISITS CONDUCTED BY THE ENGINEER ARE MERELY FOR OBSERVATION " ` •� f-' SPECIAL INSPECTION WHEN WELDING IS DONE IN AN APPROVED FABRICATORS SHOP, 11 Harkinrlslae+d , PURPOSE ONLY AND DO NOT CONSTITUTE AN INSPECTION. _. V'" d © U BACKFILLING & COMPACTION NOTES N ACCORDANCE HOWEVER, THE PROITH THE ED FABRICATOR BRICSECTIONQR 04.2 2 OF MUST SUBMIT ACCERTIFICATE OF COMPLIANCE 5. TWO (2) PROPERLY COMPLETED AND SIGNED COPIES OF THE SPECIAL INSPECTION y # ° . .w . .., r 5,•.;. .. .. Z U � Cz 5 1. ALL BACKFILL SHALL CONFORM TO THE SOILS ENGINEER'S REPORT AND 4. SPECIAL INSPECTION IS REQUIRED FOR ALL FIELD WELDINGS. AGREEMENT MUST BE SUBMITTED TO THE PERMIT SERVICES DIVISION PRIOR TO W 0 0 N � , RECOMMENDATIONS. ISSUANCE OF THE PERMIT. VICINITY MAP 0o z � �„� 2. ' UTILITY TRENCH BACKFILL AND ANY OTHER BACKFILL MUST BE MECHANICALLY 6. AS A MINIMUM, THE DEPTH OF THE SEAWALL EMBEDMENT INTO THE GROUND �. COMPACTED. JETTING AND FLOODING SHALL NOT BE PERMITTED. ISSUANCE OF A BUILDING PERMIT BY THE �+ "V,. 3. ' WHERE WALLS ARE BACKALLED ON ONE SIDE ONLY, PROVIDE SHORING OR OTHER ANCHOR RODS SHALL BE AS SHOWN ON ELEVATIONS ON (S-1) AND MUST BE ACCURATELY CITY OF NEF A B BEACH DOES NOT RELIEVE SCOPE OF WORKIII m rn } p APPROVED MEANS OF LATERAL SUPPORT UNTIL RESISTING ELEMENTS ARE ALL IN PLACE MEASURED BY THE DEPUTY INSPECTOR. A COPY OF THE MEASUREMENT MUST BE AND HAVE ATTAINED THEIR REQUIRED STRENGTHS. RESISTING ELEMENTS SHALL BE 1, ANCHOR RODS/TIE-RODS SHALL CONFORM TO A.S.T.M. A722--95 GR 150 TYPE 11 SUBMITTED TO THE CITY & THE ENGINEER OF RECORD. APPLICANTS OF THE LEGAL REQUIREMENTS T 1. TO REINFORCE THE EXISTING SEAWALL BY UTILIZING DYWIDAG TIE-BACKS . \ � p D CONCRETE SLABS OR OTHER PERMANENT BUILDING COMPONENTS. THREADED REBAR AS MANUFACTURED BY DYWIDAG-SYSTEMS INTERNATIONAL DS1 OBSERVE COVENANTS CONDITIONS AND CONNECTED TO A NEW CONCRETE. DEADMAN. cq � Cr F-- ( ) 7. SPECIAL INSPECTION 1S REQUIRED FOR ALL NEW CONCRETE AND MASONRY 0 CV I•-- w 4. UNLESS NOTED OTHERWISE IN THE SOILS REPORT, ALL FILLS SHALL BE COMPACTED TO WITH DOUBLE CORROSION PROTECTION. RESTRICTIONS WHICH MAY BE RECORDED 2. TO REPLACE THE EXISTING CONCRETE STEM WALL ON TOP OF THE CONSTRUCTION, INCLUDING REINFORCING STEEL. AGAINST THE PROPERTY OR TO OBTAIN SEAWALL WITH A NEW CONCRETE STEM WALL WITH TOP OF WALL y ci ©- W A MINIMUM OF 90% OF MAXIMUM DENSITY IN ACCORDANCE WITH THE REQUIREMENTS OF 2, ROD TENSIONING:AFTER BACKFILLING & COMPACTING TO TOP OF ANCHOR BEAM W Ii L1.. THE CBC APPENDIX SECTION 3313. PLANS. YOU SHOULD CONTACT YOUR ELEVATION OF +10.6'NAVD88. 0 � 7 U 5. 1 FILTER CLOTH SHALL BE MIRAFI 14ON-SERIES NONWOVEN POLYPROPYLENE GEOTEX11LE TENSION RODS TO 1,Ofl0#. COMPLETE BACKFILL & COMPACTION TO ROUGH GRADE COMMUNITY ASSOCIATION PRIOR TO f``- m a w AS MANUFACTURED BY "TC MIRAFI COMPANY" AND SHALL BE MINIMUM 2.0' WIDE AND & TENSION RODS TO 5,gOQ#. CONCRETE REPAIR COMMENCEMENT OF ANY CONSTRUCTION o o d v BE PLACED ON THE INSIDE FACE of THE BULKHEAD EXTENDED EQUALLY FROM THE AUTHORIZED BY THIS PERMIT. NOTE TO THE BIDDER'$: JOINT TO (2.0') BELOW THE FINAL MUDLINE FOR THE ENTIRE HEIGHT OF THE BULKHEAD. AFTER THE REINFORCING OF THE EXISTING SEAWALL IS COMPLETED IN COMPLIANCE 6. ! COMPACTION REPORT MUST BE SUBMITTED TO AND BE APPROVED BY THE BUILDING WITH THE REQUIREMENTS AS SHOWN ON THIS SET OF DRAWINGS, IT IS PRIOR TO PERFORMING ANY WORK IN THE AFTER THOROUGHLY EXAMINING THE CONSTRUCTION DOCUMENTS AND THE SITE: SHEET OF DEPARTMENT BEFORE FOUNDATION INSPECTION. CITY RIGHT-OF-WAY AN ENCROACHMENT 7. A FINAL SOIL REPORT OF COMPACTION & APPROVAL SHALL BE PREPARED BY THE RECOMMENDED THAT THE OWNER SHALL HIRE A COMPANY SPECIALIZING IN 1. NOTIFY THE ARCHITECT AND/OR THE ENGINEER IN WRITING, REGARDING ALL 1 PROJECT GEOTEGHNICAL ENGINEER & SUBMITTED FOR BUILDING DEPARTMENT REVIEW AT STRUCTURAL PRESERVATION TO FIX THE CURRENT CRACKS, WHERE OCCUR, AT PERMIT MUST BE OBTAINED FROM THE DISCREPANCIES REQUIRING CLARIFICATION, PRIOR TO THE "BID SUBMITTAL". f THE COMPLETION OF THE PROJECT. THE EXISTING CONCRETE WALL. PUBLIC WORKS DEPARTMENT. 2 8. COMPACT SOIL TO THE REQUIRED RELATIVE DENSITIES PER ASTM 155-91. DO NOT USE 2. IF THE ARCHITECT AND/OR THE ENGINEER IS NOT NOTIFIED, AS REQUIRED PER HEAVY COMPACTION EQUIPMENT WITHIN 2a FEET OF THE BULKHEAD. ITEM #1 ABOVE, IT SHALL MEAN THAT THE CONTRACTOR HAS CONSIDERED �� 9. ON SITE BROKEN CONCRETE & AC PAVING MAY BE USED AS FILL PROVIDED IT DOES ADEQUATE CONTINGENCY IN HIS BID TO COVER ALL COSTS TO COMPLY WITH NOT EXCEED 6 INCHES IN SIZE & IS NOT STACKED, LAYERED OR PLACED ABOVE THE MOST STRINGENT CONDITIONS. . W ELEVATION +7.0' & IS APPROVED BY THE GEOTECHNICAL ENGINEER. 3. THE CONTRACTOR SHALL NOT BE ENTITLED TO ANY ADDITIONAL COMPENSATION [� FOR ANY DISCREPANCY DISCOVERED AFTER THE "CLOSE OF THE BID'°. 01