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HomeMy WebLinkAboutW_5255_S• PUBLIC WORKS DEPARTMENT I I C-3110 APPROVED BY : PUBLIC WORKS DIRECTOR R.C.E. 16791 APPROVED BY : DATE: UTILITIES MANAGER R.C.E. 25553 " r , PREPARED BY: DATE: , STEVEN D. TEDESCO R.C.E. C039261 ~ 0 0 ASL Consulting Engineers !9, ------1~ W-5255-S ~ SHEET 1 ~ 9 ~ L------------------------------------------------------------------------------------------1-------1:c CITY OF ~CTORIA IDICA TES AREA- iOWN ON )CATION UAP VICINITY MAP NOT TO SCALE SHEET 2 3 4 5 SHEET INDEX DESCRIPTION TITLE SHEET VICINITY MAP, LOCATION MAP, SHEET INDEX AND NOTES EXISTING PIPING AND DEMOLITION PLAN, FIRST FLOOR PLAN PROPOSED PIPING GENERAL STRUCTURAL NOTES 6 BOTTOM FLOOR PLAN 7 REFLECTED CEILING PLAN 8 LONGITUDINAL SECTION & TRANSVERSE SECTION 9 STRUCTURAL DETAILS DEMOLITION NOTES REMOVE ANO DISPOSE OF EXISTING .30" BLIND FLANGE. REMOVE AND DISPOSE OF EXISTING 30" FLEX COUPLING. REMOVE AND DISPOSE OF EXISTING .30" BUTTERFLY VALVE. CUT, REt.tOVE AND DISPOSE EXISTING STEEL PIPING AND/OR APPURTENANCES AS SHOWN REMOVE AND DISPOSE OF EXISTING AIR RELEASE ASSEMBLY. REMOVE ANO DISPOSE EXISTING ORY PACK FROM EXISTING PIPE SUPPORT. REMOVE ANO DISPOSE EXISTING 48" FLEX COUPLING AND TIE-BOLTS FOR HARNESS RESTRAINT ASSEMBLY. REMOVE AND DISPOSE OF EXISTING 48" CHECK VALVE. WATER SAMPLING PUMP-PROTECT IN PLACE. OVERHEAD CONDUIT ANO RAILING PROTECT IN PLACE ~ CUT, REMOVE AND DISPOSE EXISTING 42" STEEL PIPING, 20" OUTLET AND BLIND FLANGE AND 30" OUTLET AND BLIND FLANGE. ~ REMOVE AND DISPOSE OF 20" OUTLET AND BLIND FLANGE. ~ CUT, REMOVE AND DISPOSE EXISTING 48" STEEL PIPING, .30" OUTLET ANO BLIND FLANGE. ~ REMOVE AND DISPOSE EXISTING STEEL FLANGE SUPPORT ANO DRY PACK FROM EXISTING CONCRETE PIER. GENERAL NOTES 1. ALL ON-SITE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", LATEST EDITION, AND THE CITY OF NEWPORT BEACH "DESIGN CRITERIA, STANDARD SPECIAL PROVISIONS AND STANDARD DRAWINGS FOR PUBLIC WORKS CONSTRUCTION", LATEST EDITION. 2. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE UTILITIES ENGINEER 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT 644-3011. 3. ALL CONCRETE SHALL BE 560-C-3250. 4. ALL FLANGED PIPE JOINTS SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL NUTS, WASHERS AND HEX HEAD BOLTS. GASKETS SHALL BE FULL-FACED, CLOTH REINFORCED BUNA-N RUBBER. 5. PIPE HARNESS ASSEMBLIES, VALVE AND FITTING RESTRAINTS AND SHACKLE-CLAMP ASSEMBLIES SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL ALL THREADROD, NUTS, BOLTS AND WASHERS. CLAMPS, SHACKLES AND OTHER HARDWARE MAY BE CARBON STEEL OR DUCTILE IRON WHERE APPROPRIATE. 6. BOLTED CONNECTORS FABRICATED FROM TYPE 316 STAINLESS STEEL SHALL HAVE THREADED PARTS COATED LIBERALLY WITH AN APPROVED ANTI-SEIZE COMPOUND. 7. ALL BOLTED AND THREADED FASTENERS SHALL CONFORM TO THE MINIMUM REQUIREMENTS FOR STRENGTH, MATERIAL CONSTRUCTION ANO DIMENSION AS ESTABLISHED BY THE ASTM AND THE ANSI SPECIFICATIONS. ALL FASTENERS SHALL BE ACCOMPANIED BY WRITTEN CERTIFICATION FROM THE MANUFACTURER STATING COMPLIANCE WITH THE APPROPRIATE SPECIFICATIONS. 8. CONTRACTOR TO VERIFY VERTICAL ANO HORIZONTAL LOCATION PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY CITY IF ANY DISCREPANCIES ARISE. 9. THE CITY HAS ATTEMPTED TO SHOW ACCURATE DIMENSIONS OF THE PIPING, VALVES ANO APPURTENANCES WITHIN THE BASEMENT BASED UPON RECORD DRAWINGS AND FIELD MEASUREMENTS. THE CONTRACTOR SHALL CONFIRM THESE DIMENSIONS PRIOR TO SUBMITTING SHOP DRAWINGS AND IS COMPLETELY RESPONSIBLE FOR THE PROPER FIT OF ALL PIPING, VALVES, AND APPURTENANCES. 10. THE FOLLOWING ITEMS HAVE BEEN PRE-PURCHASED BY THE CITY OF NEWPORT BEACH FOR THIS PROJECT. THEY WILL BE DELIVERED TO THE CITY'S STORAGE YARD AT BIG CANYON RESERVOIR. THE CONTRACTOR WILL BE RESPONSIBLE FOR TRANSPORTING THE ITEMS TO THEIR FINAL LOCATION IN THE BASEMENT OF THE FLOW CONTROL BUILDING. THIS INCLUDES LOADING AND UNLOADING: ONE 48" DOUBLE DOOR CHECK VALVE MANUFACTURED BY APCO ONE 30" DOUBLE DOOR CHECK VALVE MANUFACTURED BY APCO ONE 24" DOUBLE DOOR CHECK VALVE MANUFACTURED BY APCO -ONE 30" FLANGED BUTTERFLY VALVE MANUFACTURED BY M & H -TWO 24" FLANGED BUTTERFLY VALVE MANUFACTURED BY M & H 11. ALL BOLTS, NUTS. AND WASHERS FOR THE CHECK VALVES ANO BUTTERFLY VALVES SHALL BE PROVIDED BY THE CONTRACTOR PER GENERAL NOTE N0.4. 12. ALL NEW AND EXISTING PIPING, FITTINGS, ANO APPURTENANCES WITHIN THE BASEMENT SHALL BE PAINTED PER THE SPECIFICATIONS, ONCE ALL PIPING WORK IS COMPLETED. 13. THE INTERIOR WALLS OF THE BASEMENT, INCLUDING THE FLOOR AND CEILING SHALL BE PAINTED PER THE SPECIFICATIONS, AFTER ALL OTHER WORK CALLED FOR BY THE PLANS ANO SPECIFICATIONS HAVE BEEN COMPLETED. 14. THE CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL CONSTRUCTION AND SHUT-DOWNS WITH THE CITY PER THE PROJECT SPECIFICATIONS. 15. PIPING, FITTINGS, VALVES ANO METERS REQUIRED TO COMPLETE THE WORK SHALL BE ON-SITE AND INSPECTED BY THE CITY FOR COMPLETENESS 48 HOURS IN ADVANCE OF THE SHUT-DOWN OPERATIONS. ALL EQUIPMENT, LABOR AND MATERIALS NECESSARY TO PERFORM THE REQUIRED WORK SHALL BE ON-SITE PRIOR TO THE BEGINNING OF THE SHUT-DOWN OPERATION. ABD ic CLR. Ch.IL D.W. ELEV. EXIST. FLG AGENCY \ ·\ 3\ (1)1 I !§;I if;; Ocj (ii ~ . CITY OF IRVINE li'D. CITY OF NEWPORT BEACH / -~HILLS R,,_D._-----1--- ABBREVIATIONS ABANDONED ASPHALT CONCRETE CENTERLINE CLEARANCE INVERT ELEVATION MINIMUM MAXIMUM MECHANICAL JOINT ON CENTER OUTSIDE DIAMETER I \ \ \ I i \ SAN ( \JOAQUIN':::,._\ \RESERVQIR \ \ / -...., \ \ / '0 \ / J LOCATION MAP NOT TO SCALE CEMENT MORTAR LINED OOhAESTIC WATER ELEVATION EXISTING INV MIN. MAX. M.J. o.c. 0.D. P.C.C. P.E. PROP. ss STA. PORTLAND CEMENT CONCRETE PLAIN END FLANGED PROPOSED STAINLESS STEEL WATER LINE STATION EMERGENCY TELEPHONE NUMBERS 16. EXISTING VALVE CLOSING FOR THE SHUT-DOWN PERIODS SHALL ONLY BE PERFORMED BY CITY PERSONNEL. CITY OF NEWPORT BEACH (UTILITIES) PHONE NUMBER (714) 644-.301 I (714) 644-.3717 (714) 640-6114 (800) 422-4133 (DAY) (NIGHT) THE CITY DOES NOT GUARANTEE A COMPLETE WATER-TIGHT SHUT-DOWN OF THE EXISTING VALVES. CONTRACTOR SHALL ASSUME A CONSTANT LEAKAGE BY THE VALVE WILL OCCUR. CITY OF NEWPORT BEACH (BIG CANYON RESERVOIR) UNDERGROUND SERVICE ALERT 17. CONTRACTOR SHALL BE RESPONSIBLE FOR DRAINING ANO DISPOSING OF ALL WATER EMPTYING THE EXISTING PIPES. DUE TO POSSIBLE LEAKAGE PAST THE EXISTING VALVES, THE CONTRACTOR SHALL HAVE AN OPERATIONAL SUMP PUMP ON-SITE PRIOR TO BEGINNING THE SHUT-DOWN OPERATIONS. AT NO TIME DURING THE CONSTRUCTION ACTIVITIES SHALL STANDING WATER BE ALLOWED ON THE BASEMENT FLOOR. 0 (j) G) 0 ® ® 0 ® ® @ @ @ CONSTRUCTION NOTES INSTALL .30" M & H BUTTERFLY VALVE (FLG.) WITH HANDWHEEL. PROVIDED BY CITY OF NEWPORT BEACH. INSTALL 24" M & H BUTTERFLY VALVE (FLG.) WITH HANDWHEEL, PROVIDED BY CITY OF NEWPORT BEACH. INSTALL 24" DOUBLE DOOR CHECK VALVE (WAFER), APCO SERIES 9000, PROVIDED BY CITY OF NEWPORT BEACH INSTALL .30" DOUBLE DOOR CHECK VALVE (WAFER), APCO SERIES 9000, PROVIDED BY CITY OF NEWPORT BEACH INSTALL 24" FLEXIBLE COUPLING ANO HARNESS RESTRAINT. INSTALL 24" PROPELLER TUBE METER (FLG.), WATER SPECIALTIES MODEL NO. ML-04-5G. INSTALL 24" CML STEEL 90" BENO. INSTALL 24" CML STEEL PIPE. INSTALL 42" x 30" CML STEEL CONCENTRIC REDUCER (FLG.), LAY LENGTH (FLG. TO FLG.) = 27. 1" (MAX,) INSTALL 30" CML STEEL SPOOL WITH 24" OUTLET, LAY LENGTH (FLG. TO FLG.) = so· (MAX.). INSTALL 30" STEEL FLANGED COUPLING ADAPTER. WELD NEW 42" STEEL SUP-ON FLANGE TO EXISTING 42" STEEL PIPE. Qf lSS I ~~r 1 ' I No. CQJ9i.ef{ , . 12-"31-9 c1v11.. or 01. @ INSTALL 48" FLANGED COUPLING ADAPTER WITH HARNESS RESTRAINT ASSEMBLY (STAR NATIONAL PRODUCTS -SST178 TIE BOLTS AND SUPER STAR TIE RODS). INSTALL 48" DOUBLE DOOR CHECK VA,LVE (WAFER), APCO SERIES 9000, PROVIDED BY CITY OF NEWPORT BEACH INSTALL 48" STEEL PIPE (FLGXPE) WITH BENO. CONTRACTOR IS RESPONSIBLE TO DETERMINE IN THE l'IELD THE ACTUAL ANGLE REQUIRED FOR THE BEND. SUP-ON FLANGE TO BE WELDED TO I\IEW PIPING IN THE FIELD. SIZE SHALL MATCH NEW PIPING. INSTALL 30" • 24" STEEL REDUCING rLANGE. ADJUST UPPER SUPPORT TO MATCH NtW PIPING. INSTALL NEW DRY PACK BETWEEN CONCRETE BASE AND UPPER' SUPPORT, NEW NUTS ANO NEW 2 LAYERS OF 15# FELT. INSTALL 48" STEEL PIPE (FLGXPE) LAYi LENGTH= 5'-6"± CONTRACTOR SHALL FIELD VERIFY. INSTALL 6" FLANGED OUTLET WITH BLIND FLANGE. TAP THE BLIND FLANGE WITH A 1 1 /2" TAP, INSTALL 1 1/2''x1" REDUCING INSULATION BUSHING AND A 1" CORPORATION STOP BALL VALVE INSTALL NEW STEEL PIPE SUPPORT, DRY PACK AND FELT PER DETAILEB INSTALL 24" M&H BUTTERFLY VALVE (FLG.) WITH CHAIN WHEEL PROVIDED BY CITY OF NEWPORT BEACH. INSTALL I 1 /2" X-HEAVY HALF COUPLING, 1 1 /2" TAP OF EXISTING/ PROPOSED PIPE, 1 1/2" X 1" REDUOING INSULATION BUSHING, 1" CORPORATION STOP BALL VALVE, AND 1'' AIR RELEASE VALVE (APCO MODEL 200A OR APPROVED EQ'UAL). PLANS PREPARED B~ One Jenner Street, Suite 200 Irvine, California 92618 (714) 727-7099 DA'TE BY REVlSIONS GEN:RAL MATERIAL NOTES ALL STEEL PIPE AND FITTINGS SHALL HAVE A MINIMUM WALL THICKNESS OF 1/4 INCH AND SHALL BE CEMENT-MOTAR LINED IN ACCORDANCE WITH AWWA C205 (LINING SHALL HAVE A MINIMUM THICKNESS OF I /2" ). 2 ALL STEEL FLANGES SHALL CONFORM TO AWWA STANDARD C207 FOR CLASS "D'' STANDARD STEEL RING FLANGES. APPR0\£0 DATE S-1 •"I, APP'O DESIGNED SEC DRAIIN BK CHEO<EO DGA DATE J/97 BIG CANYON RESERVOIR PIPING MODIFICATIONS C-3110 VICINITY MAP, LOCATION MAP, SHEET INDEX AND NOTES CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5255·8 SHEET 2 CT 9 ► 2 ,: 0 r 0 s ~ " D 0 ~ D :c D 'D , m 0 D :c 0 ~ Ci i, a 0 z a ~ " m 0 ~ • , ~ □ ' ~ " C ► ~ D z '" I; C: cl :c z " ~ ,; z ~ I □ r co □ D " ... -· m 0 .. D ~ D :c c:., ~ 'D 0 ,< g D :c 0 ~ ~ N a z 15 D ~ z [/) -· f-,, m • D / -0 ' ~ ~ " ID '" ► D D z _m ID n ~ D C ID ~ □ 0 "' .-:: z " z 48" FROM CM-8 METER STRUCTURE 'v I (X) ------~---+----,--.--~ 30" TO CITY'S SYSTEM PROTECT IN PLACE ___ _,I EXIST. 2 1 /2" OUTLET PROTECT IN PLACE EXIST. 3" OUTLET 'o I OJ 2•-2"± 11·-10· 10'-6" 14 R M VA 12 KQ/---+-i- 5 . . I ! 1. LIMITS OF REMOVAL SEE NOTE 1 1 '-10"± I • I 36" OUTLET TOI ZONE 3 38'-8" '. j i _J I I ~ PROTECT EXSITING CONCRETE I \ FLANGE SUPPORTS IN PLACE I 'o, I cD h I r-. 'o I OJ EXISTING PIPING AND DEMOLITION PLAN FLOW CONTROL BUILDING (BASEMENT) SCALE: 1/4"=1'-0" DEMOLITION NOTES [D REMOVE ANO DISPOSE OF EXISTING 3d' BLIND FLANGE. 0 REMOVE ANO DISPOSE OF EXISTING 30" FLEX COUPLING. [I] REMOVE AND DISPOSE OF EXISTING 30" BUTTERFLY VALVE. 0 CUT, REMOVE AND DISPOSE EXISTING STEEL PIPING AND/OR APPURTENANCES AS SHOWN REMOVE AND DISPOSE OF EXISTING AIR RELEASE ASSEMBLY. REMOVE AND DISPOSE EXISTING DRY PACK FROM EXISTING PIPE SUPPORT. REMOVE AND DISPOSE EXISTING 48" FLEX COUPLING ANO TIE-BOLTS FOR HARNESS RESTRAINT ASSEMBLY. REMOVE ANO DISPOSE OF EXISTING 48" CHECK VALVE. WATER SAMPLING PUMP-PROTECT IN PLACE. ~ OVERHEAD CONDUIT AND RAILING PROTECT IN PLACE ~ CUT, REMOVE AND DISPOSE EXISTING 42" STEEL PIPING, 20" OUTLET AND BLIND FLANGE AND 30" OUTLET ANO BLIND FLANGE. ~ REMOVE AND DISPOSE OF 20" OUTLET AND BLIND FLANGE. ~ CUT, REMOVE ANO DISPOSE EXISTING 48" STEEL PIPING, 30" OUTLET AND BLIND FLANGE. ' 48" INLET TO •. 1 BIG CANYON RESERVOIR ' . \ ( \ 54" OUTLET FROM \ ,i BIG CANYON RESERVOIR \ -+----- ~ REMOVE ANO DISPOSE EXISTING STEEL FLANGE SUPPORT AND ORY PACK FROM EXISTING CONCRETE PIER. liQIE 1 _ THE LOCATION OF ALL CUTS OF EXISTING STEEL PIPE SHALL BE A MINIMUM OF 3" CLEAR FROM ANY EXISTING WELDED COLLAR OUTLETS. 'o I N N 0 z -v, a:: _j Ow I::: z z<e oo.. ::, EXTERIOR DOOR SINKS & CABINETS 5'-6" 'v I ... T hi I w 17'-11" INTERIOR DOOR STORAGE SHELVES 6'-1' 5'-11" EXTERIOR DOOR 'o -Ol 2'-11" 'o I ... --------,--,-JllilP:J SYSTEM MONITORING PANELS REMOVALBE GRATING (TYP) / 8'-2" 4'-0" 4'-6" ELECTRICAL CABINETS NOTES: 1. ACCESS TO PIPING AND APPURTENANCES ON LOWER LEVEL IS AVAILABLE ONLY THROUGH THE REMOVABLE GRATING AND STAIRCASE AS SHOWN 2. THE TWO GRATED OPENINGS ALONG THE SOUTH WALL ARE NOT REMOVABLE FLOW CONTROL BUILDING FLOOR PLAN (FIRST FLOOR) SCALE: 1/4"=1'-0" EXISTING• PROPOSED PIPE OUTSIDE MIN. SHELL THICKNESS PIPE OUTSIDE MIN. SHELL THICKNESS SIZE DIAMETER THICKNESS OF CML SIZE DIAMETER THICKNESS OF CML 30" 31.74" 3/16" 1/4" 24" 25.5" (MIN.) 1/4" 1/2" 42" 42. 75" 1/4" 1/2'' 30" 31.5"(MIN.) 1/4" 1/2" 48" 48.75" 1/4" 1 /2'' 48" 48. 75" 1/4" 1/2" •BASED ON ORIGINAL CONSTRUCTION DRAWINGS ALL CONNECTIONS OF EXISTING PIPE TO PROPOSED PIPING SHALL MATCH NOMINAL INSIDE DIAMETERS. STEEL PIPE CB RADIUS OF PIPE -E OR FLANGE + 1 /8" 1" DRY PACK7 (MIN.) _ 2 LAYERS OF 15# FELT E SUPPORTING FLANGE 3/8" PLATE V-r TO BE DETERl,IINED EXISTING CONC. PIER -----r"~f:>-'i BY CONTRACTOR 1 4" I · c ., nA,--l:I :tl-:::::i'-:~~:;j_ EXISTING 4-5/8" GALV. BOLTS 8" LONG. CONTRACTOR TO PROVIDE NEW NUTS. NOMINAL SUPPORTING PIPE SUPPORTING SUPPORTING PIPE SIZE OR FLANGE FLANGE PIPE (INCHES) A D E B C B C 3011 4" 12· 6" 30" 36" 25" 31" •• CONTRACTOR WILL BE RESPONSIBLE TO FIELD VERIFY. PROPOSED PIPE FLANGE SUPPORT 2 ,---------iro ... ,------:;;;::;;;:.----,-------------------,---,----,--------------.---.--_=:::o:-::\€::-o--=:::....---,--------------......1-------1\;' _ PLANS PREPARED BY: 4 BIG CANYON RESERVOIR > SCALE: NTS C-3110 7...L)/ PIPING MODIFICATIONS - ASL Con s u I ting Engineer s1---+---1f-----------+--1 ~s ~~£ £"'~vi 1--EX-IS-T-IN_G_P_I-PI-NG_A_N_D -D-E-MO_L_I T-IO_N_P_L_A_N _, ~ FIRST FLOOR PLAN 3 One Jenner Street, Suite 200 Irvine, California 92618 DAI[ (714) 727-7099 DATE BY APP'O DESIGNED SEC l)RA\ltj BK CITY OF NEWPORT BEACH W-5255-8 -----------------------------------------------------,--------------------------1-_....:...::::::=:::: ___ .J. ________________ .J. ________ _::R:;:E\il::;Sl;::ON~S--------..J..:Oi:E:::O<:ED::..;D:G:.• -IL.:D:A.:.:l[...:::J/:_:97:..__L_ __ P_u_e_uc_\\OR_K_s_oc_P_AR_™_E_N_r __ ...J_.;SH:.;;:;EE:.:,T.:3:.Cf:...:8~z ~ \; z ~ I □ ~ □ ~ n ..Q 0 i'i □ ~ ~ ~ D ~ m !jl ,l ~ ~ 11 0 z B a C z ~ c,; • '" ~ • " " □ ~ 'D t " " z rn n l> C ~ □ :Il z ,. NOTE: 48" FROM 0 CM-8 METER STRUCTURE ~------- PROTECT IN PLACE EXISTING OUTLETS 30" TO CITY'S SYSTEM A L SEE SHEET NOS. 5-9 FOR PLAN AND SECTION VIEWS OF ELEVATED PLATFORM AND STRUCTURAL SUPPORT MEMBERS. • • 30" TO CITY'S SYSTEM 255.5± L . 12'' - b I N @-_ i I ' -' _, 23 ( ' ---, ' ' ' ' ' ' - I; J I i B L~~ffl-_,.,;, ~.'--~,J...! --fl)-';_\'_i _, ..L-i!~i18r ,........,_.., \ J 7 8 5 ' 36" OUTLET i TO ZONE 3 : ' I • I 6 7 B I PROTECT EXISTING CONCRETE FLANGE SUPPORTS IN PLACE 14'-6" :ii/' t •-----++--,. . ., \ l ' ' I ' A ___j 48" INLET TO , GIG CANYON RESERVOIR - 54" OUTLET FROM BIG CANYON RESERVOIR CD 0 0 0 ® ® (j) ® ® CONSTRUCTION NOTES INSTALL 30" M & H BUTTERFLY VALVE (FLG.) WITH HANDWHEEL, PROVIDED BY CITY OF NEWPORT BEACH. INSTALL 24" M & H BUTTERFLY VALVE (FLG.) WITH HANDWHEEL, PROVIDED BY CITY OF NEWPORT BEACH. INSTALL 24" DOUBLE DOOR CHtCK VALVE (WAFER), APCO SERIES 9000, PROVIDED BY CITY OF NEWPORT BEACH INSTALL 30" DOUBLE DOOR CHtCK VALVE (WAFER), APCO SERIES 9000, PROVIDED BY CITY OF NEWPORT BEACH INSTALL 24" FLEXIBLE COUPLING AND HARNESS RESTRAINT. INSTALL 24" PROPELLER TUBE METER (FLG.), WATER SPECIALTIES MODEL NO. ML-04-5G. INSTALL 24" CML STEEL 90' BEND. INSTALL 24" CML STEEL PIPE. INSTALL 42" x 30" CML STEEL ,CONCENTRIC REDUCER (FLG.), LAY LENGTH (FLG. TO FLG.) = 27.1 (MAX.) INSTALL 30" CML STEEL SPOOL WITH 24" OUTLET, LAY LENGTH (FLG. TO FLG.) = 50" (MAX.). INSTALL 30" STEEL FLANGED COUPLING ADAPTER. WELD NEW 42" STEEL SLIP-ON_ FLANGE TO EXISTING 42" STEEL PIPE. INSTALL 48" FLANGED COUPLING ADAPTER WITH HARNESS RESTRAINT ASSEMBLY (STAR NATIONAL PRODUCTS -SST178 TIE BOLTS AND SUPER STAR TIE RODS). INSTALL 48" DOUBLE DOOR CHECK VALVE (WAFER), APCO SERIES 9000, PROVIDED BY CITY OF NEWPORT BEACH INSTALL 48" STEEL PIPE (FLGXPE) WITH BEND. CONTRACTOR IS RESPONSIBLE TO DETERMINE IN THE FIELD THE ACTUAL ANGLE REQUIRED FOR THE BEND. ---,----,--,--- SLIP-ON FLANGE TO BE WELDED TO NEW PIPING IN THE FIELD. SIZE SHALL MATCH NEW PIPING. INSTALL JO" x 24" STEEL REDUCING FLANGE. ADJUST UPPER SUPPORT TO MATCH NEW PIPING. INSTALL NEW DRY PACK BETWEEN CONCRETE BASE AND UPPER SUPPORT, NEW NUTS AND NEW 2 LAYERS OF 15# FELT. INSTALL 48" STEEL PIPE (FLGXPE) LAY LENGTH= 5'-6"± CONTRACTOR SHALL FIELD VERIFY. INSTALL 6" FLANGED OUTLET WITH BLIND FLANGE. TAP THE BLIND FLANGE WITH A I 1 /2" TAP, INSTALL 1 1 /2" x 1" REDUCING INSULATION BUSHING AND A 1" CORPORATION STOP BALL VALVE INSTALL NEW STEEL PIPE SUPPORT, DRY PACK AND FELT PER OETAILEB INSTALL 24" M&H BUTTERFLY VALVE (FLG.) WITH CHAIN WHEEL PROVIDED BY CITY OF NEWPORT BEACH. INSTALL 1 1/2" X-HEAVY HALF COUPLING, 1 1/2" TAP OF EXISTING/ PROPOSED PIPE, 1 1/2" X 1" REDUCING INSULATION BUSHING, 1" CORPORATION STOP BALL VALVE, AND 1" AIR RELEASE VALVE (APCO MODEL 200A OR APPROVED EQUAL). PROPOSED PIPING PLAN FLOW CONTROL BUILDING EXISTING 8-TON MONORAIL CRANE. -----......d!::=F=:::J.L! ' I EXTERIOR DOOR 0 8 I 19'± 18" (TYP) EXISTING 8-TON MONORAIL CRANE I INTERIOR ODOR 0 1•-0" STORAGE SHELVES © 1. h\ .-L:t=l't!==t-----l..... \---m---..L..J--m---i--t-,;•-0 14'-6" & SEE DETAIL A 12 PROPOSED-- ELEVATED PLATFORM _J 9 -.. I 278.0 L V. (2§_1.40)_ ELEV. --.--+-~ --54" OUTLET FROM BIG CANYON RES FRVOIR NOTE 278.0 LEV. J6" OUTLET TO ZONE 3 NOT SHOWN FOR CLARITY. ROLLUP DOOR \ .3'-0" I ''•. . - .re:===,;,,',~ \ - ·.J 11 '-0" 20 ; / '' '' \\ \\ . _, ,, I - J__.-J---T PROPOSED ELEVATED PLATFORM s 7 268.5 ELEV. 17 DETAIL B SECTION B -FLOW CONTROL BUILDING t.-© SCALE: 1 /4"= 1'-0" ,--------t OCl I I I I ' I SLOPE 1 % SECTION A - .,. r--:;;;;;:;;:;::::--7~PULA;:;:NisSFP~REFEP;-;;AkREECOi°S'BY-;: ------7-,-T----------T-p-;pjioio\£~o,-:-~:---7-----;;B;IG~C~A~N~Y;O~N~R;E~S~ER;VVIQ1IIRR---7~ _,,,<v~ 0 -ASL CO n s u I ting Engine er Sl----+--+-------------t----1 u~ in,o'm,~ 1------P_IP_IN_G __ M_,_)D_IF_I_CA_T_IO_N_S ____ ---.N "-.'-_J r I One Jenner Street, Suite 200 A. _16 _97 L.H. MODIFICATION PER ADDENDUM NO.I PROPOSED PIPING ~ "- 1 N'. 1S~ 39 ~ Irvine, California 92618 ~ ~....:_+~-l--------------+--f..!!0::AIE~==!::S=y-=\=-="'=-,===,--------------,--:::--:-::::::-::-"1i FLOW CONTROL BUILDING "----(714) 727-7099 ·oAIE BY APP'D DESQtrosrc DAA¥iNIIK CITY OF NEWPORT BEACH W-5256•8 "' C-3I10 SCALE: 1/4"=1'-0" CHECl<ED llG.I DAIE J/97 PUBLIC WORKS DEPARTMENT t--SH-E-ET_4_if_9_"""1~ -----------------------------------------------------------------------------.l..----=~~::,_ ___ J.. ________________ .J.. _________ R.,:E:..,'11.:,51.:,0N_;S;_ ________ .i..;. ____ J..._...;. __ .._ _____________ .,__ _____ ...,..z V I 0 0 " g e ' a " g ~ ~ I I 1 I ' i -□ ~ z I 0 r CJ D " m 0 0 " D 0 -□ m 0 " D rn ~ < e 0 z < m m " 0 ' ~ rn > " z "' C) l> .; 0 D z j, GENERAL STRUCTURAL NOTES THESE NOTES SHALL APPLY UNLESS SHOWN OTHERWISE ON PLANS GENERAL 1. ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE 1994 EDITION OF THE UNIFORM BUILDING CODE (U.B.C.) AND THE 1997 EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE STARTING WORK. SHOULD CONDITIONS EXIST WHICH ARE CONTRARY TO THOSE SHOWN ON PLANS. THE ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING WITH WORK. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ASSURE THAT ALL COLUMNS, WALLS, EQUIPMENT, PIPING. ETC. ARE ADEQUATELY BRACED DURING CONSTRUCTION. 4. ALL WORK SHALL CONFORM TO THE PLANS AND SPECIFICATIONS IN ALL RESPECTS AND SHALL BE SUBJECT TO APPROVAL BY THE ENGINEER. 5. ASSUMED DESIGN SOIL BEARING VALUE IS 1000 PSF AT A DEPTH OF 18" MINIMUM BELOW THE FINISHED FLOOR LEVEL OR UNDISTURBED NATURAL SOIL. 6. ALL ITEMS SPECIFIED ON THESE DRAWINGS SHALL BE ASSUMED AS NEW UNLESS SPECIFIED "EXISTING", "EXIST." OR "(E)". CONCRaE NOTES 1. DRYPACK SHALL BE STO CR732 NON-SHRINK GROUT (STO CORP., CONCRETE RESTORATION DIVISION, ATLANTA GA. 1-800-542-3057). 2. DRYPACK SHALL BE MIXED AND APPLIED PER MANUFACTURER'S RECOMMENDATIONS. USE 6.5 PINTS OF WATER PER EACH 55-POUND BAG OF GROUT MIX. EXPANSION ANCHORS 1. EXPANSION ANCHORS SHALL BE HILTI KWIK-BOLT II. 2. INSTALL EXPANSION ANCHORS PER I.C.8.0. REPORT No. 4627 AND MANUFACTURER'S RECOMMENDATIONS. STEEL NOTES 1. STRUCTURAL AND MISCELLANEOUS STEEL SHALL BE ASTM A-36-88 UNLESS NOTED OTHERWISE ANO SHALL BE FABRICATED IN ACCORDANCE WITH THE A.I.S.C. SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. FABRICATOR SHALL BE A BUILDING DEPARTMENT APPROVED SHOP. 2. STEEL TUBES SHALL CONFORM TO A.S.T.M. A-500-84, GRADE B OR BETTER, UNLESS NOTED OTHERWISE. 3. STEEL PIPES SHALL CONFORM TO A.S.T.M. A-53-88, GRADE 8. 4. BOLTS SHALL CONFORM TO A.S.T.M. A-307-88 OR BETTER. UNLESS NOTED OTHERWISE. BOLTS SHALL HAVE HEX HEADS AND HEX NUTS. 5. HOLES FOR BOLTS IN STEEL SHALL BE OF SAME DIAMETER AS BOLT + 1/16" MAXIMUM. 6. ALL WELDING SHALL BE SHIELDED ARC TYPE AND SHALL BE PERFORMED BY A CERTIFIED WELDER IN A BUILDING DEPARTMENT APPROVED SHOP. USE LOW HYDROGEN E-70 SERIES ELECTRODES FOR WELDING OF CONCRETE REINFORCING BARS. CONTINUOUS INSPECTION IS REQUIRED OF ALL FIELD WELDING IN ACCORDANCE WITH U.B.C. SECTION 1701. 7. NO STRUCTURAL STEEL MEMBER SHALL BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED AND APPROVED BY STRUCTURAL ENGINEER. oth: N:\0606\061\STRUCT\ File Namec 5-1.0WG Date/T,me: Ap,,i 28, 1997 / 10,45 a.m. Plot Scale: 1=1 Cad Sin.: 504-PAS Xcef5' SPECIAL INSPECTIONS REQUIRED SPECIAL INSPECTIONS REQUIRED FOR THIS PROJECT SHALL BE PERFORMED IN ACCORDANCE WITH U.8.C. CHAPTER 17. SPECIAL INSPECTIONS SHALL BE PERFORMED BY A REGISTERED DEPUTY INSPECTOR, EMPLOYED BY THE OWNER. THE INSPECTOR SHALL BE COUNTY /CITY BUILDING DEPARTMENT CERTIFIED/LICENSED TO PERFORM INSPECTION FOR THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL AND/OR THE ENGINEER. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE STRUCTURAL ENGINEER AND TO THE BUILDING OFFICIAL. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE INSPECTOR'S KNOWLEDGE, IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THIS CODE. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO PROVIDE AT LEAST 48 HOURS ADVANCE NOTICE TO THE OWNER/OWNER'S REPRESENTATIVE WHEN HIS WORK IS READY FOR ANY REQUIRED SPECIAL INSPECTIONS. SPECIAL INSPECTION SHALL BE PROVIDED FOR THE FOLLOWING TYPES OF WORK LISTED BELOW: 1. FOUNDATIONS: A. COMPACTED FILL INCLUDING UTILITY TRENCHES 8. VISUAL EXAMINATION & APPROVAL OF ALL FOUNDATION EXCAVATIONS C. EXPANSION INDEX EVALUATION OF PAD 2. CONCRETE: 3. 4. 5. A. CAST-IN-PLACE CONCRETE WITH DESIGN STRENGTH OVER 2500 PSI (DURING TAKING OF TEST SPECIMENS AND PLACING OF CONCRETE) EXCEPT AS NOTED BELOW D MASONRY RETAINING WALL FOOTINGS D SITEWORK □ ELECTRICAL EQUIPMENT PADS B. PNEUMATICALLY PLACED CONCRETE - GUNITE & SHOTCRETE (DURING TAKING OF TEST SPECIMENS AND PLACING OF CONCRETE) C. BOLTS AND EMBEDDED PLATES INSTALLED IN CONCRETE (DURING INSTALLATION AND PLACING OF CONCRETE) REINFORCING STEEL: A. PLACING OF REINFORCING FOR ALL CONCRETE REQUIRING SPECIAL INSPECTION 8. PLACING AND STRESSING AND GROUTING OF TENDONS C. SAMPLING AND TESTING OF STEEL MILL REPORTS AND IDENTIFICATION OF STEEL WELDING: A. ALL STRUCTURAL FIELD WELDING B. NON-DESTRUCTIVE TESTING OF MOMENT - RESISTING SPACE FRAMES C. STRUCTURAL LIGHT GAGE METAL FRAMING D. WELDING OF REINFORCING STEEL BOLTING: A. HIGH STRENGTH BOLTING 8. EXPANSION BOLTS IN CONCRETE OR MASONRY 6. STRUCTURAL STEEL: A. MILL REPORTS AND IDENTIFICATION OF STEEL (AFFIDAVIT OF COMPLIANCE) 8. SAMPLING AND TESTING SPECIAL INSPECTIONS REQUIRED ? ( ■= YES) ( □= NO) D □ □ □ D □ D □ □ ■ D □ □ □ ■ □ D PLANS PREPARED BY: STRUCTURAL OBSERVATION THE STRUCTURAL ENGINEER, OR ANOTHER ENGINEER DESIGNATED BY THE STRUCTURAL ENGINEER SHALL BE RETAINED BY THE OWNER TO PERFORM STRUCTURAL OBSERVATION AS REQUIRED BY U.B.C. SECTION 1702, AND AS DEFINED BY U.B.C. SECTION 220. STRUCTURAL OBSERVATION SHALL BE PROVIDED DURING THE STAGES OF CONSTRUCTION LISTED BELOW. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE AT LEAST 48 HOURS ADVANCE NOTICE TO THE STRUCTURAL ENGINEER WHEN HIS WORK IS READY FOR STRUCTURAL OBSERVATION FOR EACH OF THESE STAGES. 1 . 2. CONCRETE: REINFORCING STEEL AND EMBEDDED STRUCTURAL ANCHORAGES PRIOR TO PLACEMENT OF CONCRaE FOR THE FOLLOWING: A. FOUNDATIONS 8. SLABS-ON-GRADE (EXCEPT SITE PAVING AND FLATWORK) C. WALLS D. STRUCTURAL FLOOR SLABS AND BEAMS NOT SUPPORTED ON-GRADE E. ROOF SLABS AND BEAMS STRUCTURAL STEEL: A. ERECTED COLUMN, BEAMS AND GIRDERS, PRIOR • TO INSTALLATION OF ROOF AND FLOOR JOISTS, TRUSSES AND DECKING .. STRUCTURAL OBSERVATIONS REQUIRED ? ( ■= YES) ( □= NO) D □ □ □ □ D S-1 C-.3110 ASL Consulting Engineer:: One Jenner Street. Suite 2DO I--+---+-------------+--~ ,...4,.) I PIPING MODIFICATIONS A d ; BIG CANYON RESERVOIR ~LITES ~R.?t«i.46Nl i-----G-E-NE-RA_L ___ --t Irvine, Colifornio 9261 8 (714) 727-7099 DATE BY DALE E. WAH, S.E. 2582 DATE REVISIONS DATE <;,-l-'I, STRUCTURAL NOTES APP'O DESIGNED DEW/\'111 DRAWN !PC CHECKED DEW DATE J/91 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTLlENT W-5255-S SHEET 5 OF 9 ,, ' ~ • 0 g ' ~ 0 = • a * . D ~ m □ ,, ~ □ m a ,, " " ,a < 1' ' ' < -0, ~ ~ , □ a ~ m C ► ' D ~ \; z I D 6 ii! n □ 0 D 'II 0 m 0 D D ~ ~ ~ 6 < z ·m • " 0 ~ -c, D ~ ~ !" n ,, a; □ D z ► I 0 5 n 0 ,. z I D r D n D D ~ 0 D !1 a z • ~ z .m n ,. C: a D z ► ;§ --~\ ~ a z SI KUC1UW. CONSTRUCT10N NOTES 0) BASE PLATE AND TS 4x4x3/16 COLUMN. ® RE-ROUTE EXISTING PVC DRAIN LINE AROUND NEW TS COLUMN. @ C10x30 ELEVATED PLATFORM STRINGERS. © STEEL BAR GRATING. McNICHOLS CO. GW 1" X3/16". PRE-FABRICATED 18" WIDE ACCESS LADDER ASSEMBLY. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS PRIOR TO INSTALLATION. @ C5X9 AT ENDS OF ELEVATED PLATFORM AND O 48" O.C. MAXIMUM. (j) STEEL GUARDRAIUNG TO EXTEND FROM 20" SOUTH OF NORTH WALL TO 3'-2" NORTH OF SOUTH WALL AT WEST EDGE ELEVATED PLATFORM. @ STEEL GUARDRAIUNG TO EXTEND FROM NORTH WALL TO 5'-6" SOUTH OF NORTH WALL AT EAST EDGE OF ELEVATED PLATFORM. ® WALL MOUNTED SIGN STATING: MAXIMUM CAPACllY OF ELEVATED PLATFORM: 5 PERSONS LETTERING SHALL BE 1 1 /'J!' HIGH WITH SINGLE, 3/8" WIDE, STROKE BLOCK LETTERS ON A CONTRASTING BACKGROUND. MOUNT SIGN s·-s· ABOVE FLOOR. (@) WALL MOUNTED SIGN SIMILAR TO SIGN SPECIFIED BY KEYNOTE 9 ON THIS SHEET. MOUNT SIGN 16'-ri' ABOVE FLOOR. --EXISTING 12" THICK CONCRETE SLAB EXISTING CONCRETE ---------- BUILDING WALL ' 0 N N , , i ' , \ \ ·, I / ---+- -~---+--+-...,.-... , .. • . .-·-··I' I \ L .. :::::·:. •. . ·1 ,I 4 PIPING EXIST. PVC DRAIN LINE \ .. . __________,. \ .. 2' -6" 16'-3" 14'-6" 381 -8" BOTTOM FLOOR PLAN. SCALE: 3/8"=1' -o• Jl-= I 11· 11 ~11-tr-'~11 :.:..:: :ii -----' I r'JJ ~ .. -- -+--- 1-• 11 '-. ll I t 1 . . \ I ' . / . I • I I I \ ' • . . -,,.,-, .. ' ( • ' I ' ' - \ ! ' I ' I • .. S-2 C-3110 PLANS PREPARED BY: BiC CANYON RESERVOIR ~~e~~~;e~!.t~~t? 20 ~n gin eersi-----1-----+-----------1-----1 ~ J, 1------PI_PI_N_G_M_OD_IFJCA __ TI_ON_s ____ ---1 Irvine, California 92618 BOTTOM FLOOR PLAN (714) 727-7099 DA'TE ~ ,l· ... , DATE BY APP'l) DESIGNED DEW/WR DRAWN 1PC ~7 DALE E. WAH, S.E. 2582 REVISIONS CHECKED DEW DA'TE 3/97 CITY Of' NEWPORT BEACH PUBLIC WORKS DEP AR lMENT W-6255-8 SHEET I OF 8 ., ~ § ~ ~ m " rn 0 < :;; ~ < " rn 0 m . • 0 0 ' ~ C 0 t I I' • 0 m g □ • □ m • . ~ a z C e < • @ m • u " > ,. " I s D m 0 ~ D 0 m ' D m 0 < § . m 0 m , D u " ., "' C > 0 " " z :i: 0 r 0 0 0 D .,, 0 ~ 6 z • '" ,; z !" ll ~ D z j, .,, \; z :i: 0 r 0 " 0 D .,, 0 D )OJ 0 z i z _m " ~ C ~ □ D z j, ~ \; z :i: 0 r 0 " 0 D .,, ~ !'i 6 z • i z _m r, ~ C: cl D z " ~ -0 0 JJ ~ z (j'J z C ~ CD m JJ 0 JJ ~ z (j'J z C ~ CD m JJ • I C, 1 ~ ' 4 0 ! z G: z C 5 CI S: C J: ~ < 2 G 2 C < i:i n :I ·-------- STRUCTlJW, CONSTRUCTION NOTES CD RELOCATE EXISTING LIGHT FIXTURES AND CONDUIT. 'a I N N Path: N: 05 RUC tie Name; -ote Time. Apnl 28, 1997 11 :00 o.m. Plot Scale: 1 =1 Cad Stn.: S04-PAS Xrefs: EXISTING CONCRETE -~ BUILDING WALL / TS COLUMN EXISTING CONCRETE BEAM, TYP. EXISTING GRATING ---------------· 1/; TYPICAL ~ -----·+----+---+-----------' "' "\L ,--I ... ,, i-., ....•.•.. ·+---i • 0 I 0 N ~ I "' NEW LOCATION OF EXISTING LIGHT FIXTURES b I lO ~ I LO b I LO ----,- - 1 2" CLR f---------,r '~--- -1------1----( ' " ------r -! ! ~--------i--------" '---1~ i -+----t-<t..._ OF NEW PIPE--+-+-- b I N . r-, . . , ... ' ' ' ; i ~----~t--:-_ ~~i:""_-~_--_-+ __ 1~ -.~-l--.-+-' • t f --:--I---,--t I_ -' ! , ~ t j l f ---i----l----,-- ("/ ---:---i --. -r ----r-.:--·t--; c.+--t---c1-.---t,,·-, i--I , ! ··< .. l -T .--------;-------' -~t-------!·· ---1- , ' i -t •• r--~ __ LO ---·------; W1 2x22 st >') X st / \ I t I /, TS COLUMN/ ~,~ 1\---------+------~.--+-;-, 5'-8" ....: Vl ><I w L.. w 0 0.. G-' 0.. r 2 \ \zY 12'-6" "'--._______ANGLE SUPPORTS 1 FROM BEAM ABOVE 6'-9" 6'-5" i L.. :ow i 0.. ' c,J a: 18'-611 '-----------~------------------------------------------------+ 38'-8" ' REFLECTED CEILING PtiAN SCALE: .3/8" = 1 '-0" PLANS PREPARED BY: ASL Consulting Engineer i TS COLUMN _..--?"-EXISTING CONCRETE / ( BEAM, TYP. / EXISTING CONCRETE / FLOOR SLAB I I I :----+-----;· --.. -'• t . >-----f--~---·'.··------L, ... , ....... __ : ,-----------+- r .:i \ z3I 9'-0" I -;---. -~ .... ; ..... -----+---.. ti :.l-] -I j ·····J.<c __ 14'-6" \ ' \ \ \ ' \ \ \ ' .. \ 4'-0" \ ' \ ' \ \ \ \ ~ One Jenner Street, Suite 200 l---+--+---------------+-----4 o. 2 82 Exp. J/J 1 /00 Irvine, California 92618 (714) 727-7099 DALE E. WAH, S.E. 2582 DATE ll,ITE N'P'O DESIGNED DEW DRMIIN IPC REVISIONS CHECKED DEW ll,ITE J/97 OPENING IN EXISTING CONCRETE FLOOR SL.AB w/ ALUMINUM GRATING TYPICAL OPENING IN EXISTING CONCRETE FLOOR SLAB FOR STAIRS \.S-4' - S-3 C-3110 BIG CANYON RESERVOIR PIPING MODIFICATIONS REFLECTED CEILING PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5255-S SHEET 7 OF 9 " I: I 0 5 ~ " 0 e; D " " 13 □ m D ~ " n m !; s ~ z a . C z ~ ~ □ ~ m • n □ °' ~ '" " ~ ~ ~ _m 0 ,, C: ~ D n z j; ~ z I D ~ 0 . " " 0 m 0 □ a n n □ " • m 0 0 n ~ 0 ~ • e a ~ ~ z ~ ~ n • ,: □ ' ~ C ~ ,, . " z rn " 1: ~ 0 n z j; STRUCTlflAL CQN8TRUCTION NOTES 0 STEEL BEAM, SEE SHEET 5-3. ® LATERAL SUPPORT FOR STEEL BEAM. @ TS 4x4x3/16 HANGER. © BEAM CLAMP-GRINNELL FIGURE 217, OR APPROVED EQUAL. ® PIPE CLAMP-GRINNELL FIGURE 246, OR APPROVED EQUAL. © THREADED STEEL HANGER ROD. 0 RE-ROUTE EXISTING PVC DRAIN LINE AROUND NEW TS COLUMN. ® RELOCATE EXISTING FIXTURES AND CONDUITS. / 5 \ ~ • • • • 1 ® ELEVATED PLATFORM @ GUARDRAILING {U) PRE-FABRICATED STEEL ACCESS LADDER @ WALL MOUNTED ELEVATED PLATFORM CAPACITY SIGN. SEE KEYNOTES 9 & 10 ON SHEET 2. I ~ TYP. 4 NEW LOCATION OF EXISTING LIGHT FIXTURES --· -------~/'~---- // " / _.--EXISTING CONCRETE PILASTER BEYOND EXISTING CONCRETE BEAM V BEYOND ------1-11~-1 EXISTING CONCRETE WALL '.J 1 -~ '-'f?', _·_·:~.:~ 5'-8" corJ1Bot ROOM I EXISTING CONCRETH: CONTROL ROOM FLOOR SLAB! __...L---.... l;XL::iTING CONCRET=E--+- BEAM I L:5 () 0 EXISTING CONCRETE BEAM BEYOND "'--EXISTING CONCRETE BEAM 1 •-0" EXISTING CONCRETE WALL TYP. ,.,.---{lO)WEST / -.._.,SIDE TYP. i t---+------< 12 N N 1 '-011 \ ' 9 . ~/ .,>::. I I \ ·\ \ \ I ' l)i-~~~~Trf'mf~ ~II 22'-0" TRANSVERSE SECTION SCALE: 3/8" = 1 '-0" Poth, N\0606\061\STRUCT\ File Nome, S-4.DWG Dote/Time: April 28, 1997 / 1_1:13 o.m. Plot Scale: 1=1 Cod Stn. S04-PAS Xrefsc I I J[ I i / I A : II ..--.... ---1 ~------,---- --- -... _, =-: J 2" CLR. TYP. lO''"AST SIDE --i--EXISTING CONCRETE WALL v ~~ 111===-ll' C '----··· I I \. '1~-~= ' ' I EXISTING CONCRETE BOTTOM FLOOR SLAB / \ ~ TYP. I m •, \ i ' ' ' \ \ \/ ----'<--~--,------/ \ \ /------------------~~-,,.::~-rr~:2rr7,, .===·=,-, --~------------- ;"·;-;,:1''':°-j",rf'l!ft"F/1-~ l."•iiii-~~}).f\~' ,,·T~-111,,11·11 1•-0'" 1'-0" ESS1~ ~ No. 2582 Exp, 3/31/00 lfe-.~" -~•7 LO[NGITUDI NAL SECTION PLANS PREPARED BY: I ASL Consulting Engineier One Jenner Street, Suite 200 Irvine, California 92618 (714) 727-7099 DALE E. WAH, S.E. 2582 DATE SCALE: 3/8" -1 '-o• DI.I[ BY RE'JISIONS ' ' \ i ; __________ ., ...... -tt--+--tt-/ , , ' ( ' I I - --------~ I I I ) \ ' ' l '\ r '. ' B -4 C-311O BIG CANYON RESERVOIR PIPING MODIFICATIONS LONGITUDINAL SECTION & TRANSVERSE SECTION lff'O DESIGNED D£W DRAWN TPC CITY OF NEWPORT BEACH W-5255-S CHECKED llCW DI.I[ J/97 PUBLIC WORKS DEPARTMENT SHEET' 8 OF 9 u \; z I 0 r 0 ' D " ' ~ 0 D D " ~ 1l § " D • '1 s < 2 i5 C z " ~ • • m • D , ,::1 ,~ ' ~ a a • D z "' ~ C cl CD z ;; ~ \; z I 0 r 0 § ,I\ " 0 D D ;g " 0 m 0 i D ~ ~ 0 ~ 5 • z ~ < rn 0 m • . " " 0 a ~ ~ " C " . " z !" ~ ~ D .: )> ~ i I 0 ""-i r 0 0 D " e m 0 c,CI a 0 0 D D 0 ~ • m 0 ~ D ~ rn 0 < ~ 0 ~ < z ~ ,. D , □ a " D " • " ,; " z ,m " ,. ~ CD z " 'io I I') 0 0 0 1 1 /2" DIA. GUARDRAIL POST @ 6'-0" O.C. MAX.-TERMINATE RAILING AT LADDER AND WHERE NEW PIPE OCCURS OVER ELEVATED PLATFORM AT SOUTH END. ----1 1 /2" DIA. HORIZONTAL GUARDRAIL MEMBERS --LADDER BEYOND PROVIDE GUARDRAILING AT -----1 THIS SIDE OF ELEVATED PLATFORM 0 AT NORTH END WHERE NEW PIPE DOES NOT OCCUR. SEE BOTTOM FLOOR PLAN ON SHEET S-2 FOR LOCATION. GRATING-SEE BOTTOM FLOOR PLAN C1 Ox STRINGER- TYPICAL CONT. L2x2x3/16 TYPICAL 2-12 TYP. ~-1~_,_-,.....-<. TYP. 3 16 CSX CHANNEL 3/8" THICK x 3" WIDE x 5" DEEP CONNECTION PLATE W/ W/2-5/8" DIA BOLTS-TYP. 3/16" STIFFENER PLATE AT EACH GUARDRAIL POST -TYPICAL NOTE: 0 1 1/2" '..--- PRIME AND PAINT ENTIRE ELEVATED PLATFORM/GUARDRAILING/LADDER ASSEMBLY. TYPICAL ELEVATED PLATFORM SECTION 1 1 SCALE: 1 1 /2" = 1 •-0• 5" 1/4 hi " N EXISTING-~ WALL 2 1 2" C 1 Ox STRINGER 1 /2" THICK BEARING PLATE EXPANSION ANCHORS ,-1 ----le l ••••• , 2" 5" EMBED TYP. in in 3/8" THICK CONNECTION PLATE WITH 4-3/4" BOLTS IN 2" LONG SLOTTED HOLES-FINGER TIGHTEN NUTS AND NICK THREADS. ELEV A TED PLATFORM STRINGER TO WALL 10 CONNECTION SCALE: 1 1/2" = 1'-0" hi ---TS 4x4 COLUMN ---TS 3 1/2x3 1/2x3/16 TACK WELDED TO TS 4x4 COLUMN FP TYPICAL TS COLUMN SPLICE 9 HALF SCALE FP Fl.ANGE }----,---'-. TO Fl.ANGE 1/4" II ''}--t------'i,--11 < II II I I II i<i II lJ-t---'i,--11 a w a w STEEL BEAM, SEE PLAN . i F==========:;z:::=:::;t:=jt:::\:===N'=====-1====== " WEB TO >--c--~,------Y WEB 1 1 / 4" x6" x9" ERECTION PLATE w/ 3-3/4" DIA. BOLTS TYPICAL BEAM SPLICE DETAIL 8 SCALE: 1 1 /2" = 1 '-o• -··r7l;;7 ' / /,/ EXIST. CONC_ FLOOR ··-·· -·----. -----~-·-· . -... -------· ----·-..... -· ------·----------··· EXISTING ---1 WALL 1 " THICK BEARING PLATE EXPANSION ANCHORS I i 1 /2" 1111 5'" EMBED TYP. 3 1 /2" 1 /2" ~ 3/8" WITH WALL CONNECTION PLATE 1/4 EQUAL i<i i<i i<i EQUAL N -- THICK CONNECTION 4-3/4" BOLTS 7 SECTION SCALE:1 1/2"=1'-0 W14x BEAM PLATE Poth: N: 6 6 061 STRUC File Name: S-5.0WG Oote Time: Apnl 28. 1997 1: o.m. Plot Sc<:1le: 1=1 Cod Stn.: S04-PAS Xrefs: ST-TITLE. EXISTING FLOOR CONCRETE~ EXI STING CONCRETE BEAM E L4x2x1/4 ON EACH SIDE ON SID TO CON DIA (4 E OF W12x BEAM ATTACHED EACH FACE OF EXISTING CRETE BEAM WITH 2 -1 /2" METER EXPANSION ANCHORS • ANGLES TOTAL) o._ -~ Ca-- ~ - ~ [_Q 3 1/2" TYP. ,-,.-N '-- I'-~ ,.-' ~I ' 2" ~ --- ' - ~ i I i a.. ~ a:: _J (.) - TOP OF~ BEAM BEAM/ I '/PIPE W12x BEAM CLAMP ~ANGER ! ROD • SEE "NOTE" DETAIL EB AT NEW BEAM AT EXISTING 6 CONCRETE BEAM --- :·L:, :Uj=r:-~c1 i--~-.\~:22 1 1 __ . , .. ·,·1 . ' .... ::· .-; ! ---'1 ····- _:_ i ---' EXISTING--, WALL - --- ' ' ' I ' 3" ,o I I I •o I I I / I / I I ; ----.... ' W', ___ 1 / 4" THICK STIFFENER EACH SIDE 3 SIDE 1 /4 SCALE: 3" ' ' ' ' _,, 1· = 1 ·+-0 I ! E>IISTING CONCRETE F~OOR i ' i 11/4" STIFFENER EIACH SIDE Wl 4x BEAM 1 /2" x6" x9" CAP PLATE w/ 4-3/4" DIA. BOLTS I L3x3x 1 / 4 BRACE 11 1 V4 vjl12x BEAM ~HREADED STEEL PIPE 1-lANGER BEYOND BEAM TO BEAM CONNECTION 5 SCALE: 1" = 1 '-0" EXISnNG CONC./ BEAM BEYOND W1 4x 1 /2" x6" x(o·-g·· ,--.._ CAP PLATE w/ 4-3/4" DIA. BOLTS BEAM---t---1 TS HANGER W12x BEA THREADED STEEL~- PIPE HANGER BEYOND BEAM TO BEAM CONNECTION SCALE: 1" = 1 '-0" 11/ 4" STIFFE ER ~LATE EACH SIDE PIT HANGER ! . ' a:: -_J u TOP OF BEAM EXIST. CONC. FLOOR BOTTOM OF EXISTING CONCRETE BEAM 1 4" STIFFENER -P ATE EACH SIDE 4 PLANS PREPARED BY: I hi I 1 1 /2" BEARING PLATE W14x BEAM 1 '-0" 0 1 1 2" 3/4" DIA. EXPANSION * ANCHORS-TYP. CONNECTION PLATE * NOTE; LOCATE WALL REINFORCING BEFORE FABRICATING BEARING PLATES. IF EXISTING REINFORCING INTERFERES WITH EXPANSION ANCHOR LOCATION(S}, CONSULT WITH STRUCTURAL ENGINEER FOR ALTERNATIVE BOLT PATTERN LOCATIONS. WALL CONNECTION PLATE 3 ELEVATION SCALE: 1 1/2"=1'-0" BEAM TO WALL CLEARANCE- SEE PLAN EXISTING CONCRETE FLOOR SLAB '" ------···-----------·. ··-····--. ~--------., _________ .. _, ----···-·-~--.. ·----------- =::---..... ,T,-:.~.::,~;-,.c--,-+·=rr·: ---· f"IT-----,--Tr-f ! 1-···· r,--------7·:~ 1--11:--11 -,1---,ii---,r-11:--11i--, 1-1:i rj~[F'--!jic'--fi' Cifc i,' ·fr'' I 1.......··,-.-...:.i;,·;.: .. L~·1 ~_'._' Ti~-'--IT [L'. .. .T-"i --'-~f: ( :r :f: . .:rn:~.-.:::-r :· ~:~~1 1·i :~.:-~' 1 /2" x6'" (xO' -8") CAP PLATE w/ ONE 3/4" DIA. BOLT EACH SIDE EXISTING WALL --- 1/4 1 /4" STIFFENER PLATE, EACH SIDE 1 1 /2" STEEL BEAM --f'+--~- -----TS COLUMN GI;) n ·'u·--}L; BEAM TO COLUMN CONNECTION 2 SCALE: 1"=1 '-0" TS COLUMN --------t 3/4" BASE PLATE 1" MAX. DRYPAC --'.---EXISTING CONCRETE WALL FLOOR ~ EXISTING CONCRETE)2 --+--+w :::;; 2-3/4" DIAMETER --"-s------111 in f;l EXPANSION ANCHORS ~ ----,,'~-+ ID SEE "NOTE'EB' ---~ ~ AT DETAIL 3 SECJION ~ BASE PLATE SCALE: 1" = 1 '-0" ;~ b -I . -lo PLAN TS COLUMN BASE PLATE (I) BIG CANYON RESERVOIR PIPING MODIFICATIONS --_-_:; S-5 C-3110 ASL Consulting Enginetr One Jenner Street, Suite 200 I--+---+--------------+-~ -Jlii~)iic~i1 71?uc11fo."'" Irvine, California 92618 I--+---+--------------+-~ (71 4) 727-7099 I DAit: ---'L•::.,\c;:-_,:,._,..__ I DAI[ BY olPP'O DESIGNED llfW o,, Cll\.1~ -➔7 DALE E. WAH, S.E. 2582 OAfE RE'w!SIONS CHECJ([l) DEW DAit: J/97 STRUCTURAL DETAILS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5255 SHEET 9 Of 9 I I a ~ " n , a I I I I "' " , " '" a ii I !i '~ 1 ~ ; • ,'~ ' j ' ~ ,, : ~p. 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