Loading...
HomeMy WebLinkAbout9.4-138BAKERSFIELD, CA CLIENT: CITY OF BAKERSFIELD CITY HALL 1501 Truxtun Avenue Bakersfield, CA 93301 (661) 326 -3751 AMTRAK WEST National Railroad Passenger Corp. 245 2nd Street Oakland, CA 94607 (510) 238 -4387 KERN COUNCIL OF GOVERNMENTS ROSSETTI ASSOCIATES ARCHITECTS 1919 Santa Monica Blvd. #300 Santa Monica, CA 90404 (310) 828-6885 ASSOCIATE ARCHITECT: ORDIZ MELBY ASSOCIATES, INC. 5500 Ming, Suite 280 Bakersfield, CA 93313 (661) 832 -5258 1401 19th Street, Suite 300 Bakersfield, CA 93301 (661) 861 -2191 CALTRANS State of California 1120 N Street, Rm 3400 Sacramento, CA 94274 -0001 (916) 654 -6664 STRUCTURAL ENGINEER: ENGLEKIRK & SABOL Consulting Engineers, Inc. 2114 Arlington Avenue Los Angeles, CA 90018 -1398 (323) 733 -2640 MECHANICAL / ELECTRICAL ENGINEER: WONG & GOTAMA, INC. 13160 Mindanao Way Marina Del Rey, CA 90292 (310) 827 -3332 CIVIL / LANDSCAPE ENGINEER: MARTIN MCINTOan 2001 Wheelan Court Bakersfield, CA 93309 (661) 834 -4814 APPROVED BY: Public Works APPROVAL RECOMMENDED BY: Manager- Project Manager �, 1-1 - ) -3 b 1919 Santa Morita Boulevard Santa Morita, CA 90404 310.828.6876 fax 310.828.6885 tel Q ISSUED FOR REFERENCE ONLY 0 ISSUED WITH MODIFICATIONS DWG • aRAWING TITLE ARCHITECTURAL AO.00 DRAWING INDEX / COVER SHEET A1.00 GENERAL INFORMATION ,41.01 GENERAL INFORMATION A2.00 SITE PLAN ,42.01 ENLARGED PARTIAL SITE PLAN A2.02 ENLARGED PARTIAL SITE PLAN A2.03 ENLARGED PARTIAL SITE PLAN A2.10 SITE DETAILS - STORAGE BUILDING A2.11 FOUNTAIN 4 SITE DETAILS A3.00 FIRST FLOOR 4 CLERESTORY PLANS A3.01 ROOF PLAN A3.02 FLOOR PATTERN PLAN A4.00 BUILDING ELEVATIONS A4.OI BUILDING ELEVATIONS A4.05 BUILDING SECTIONS A4.06 BUILDING SECTIONS A4.01 BUILDING SECTIONS A4.06 WALL SECTIONS A4.10 CANOPY PLAN 4 SECTIONS A5.00 EXTERIOR DETAILS A5.01 ENTRY CANOPY PLAN AND DETAILS A5.02 METAL ROOF DETAILS A5.03 METAL ROOF DETAILS A5.04 METAL ROOF DETAILS A6.00 REFLECTED CEILING PLAN A6. 22 SUSPENDED CEILING DETAILS A-I.00 SCHEDULES A7.01 CURTAINIUALL 4 STOREFRONT DETAILS A5,00 CABINET DETAILS A8.01 CABINET DETAILS AS.00 TOILET ROOM PLANS AND ELEVATIONS A10.00 BUILDING SIGNAGE A10.01 15UILDING 51GNAGE PLAN CIVIL / LANDSCAPE C2.00 FINAL GRADING 4 COVER 5HEET C2.01 FINAL GRADING PLAN - WEST PORTION C2.02 FINAL GRADING PLAN - EAST PORTION C2.03 FINAL GRADING DETAILS 02.05 FENCING AND IRRIGATION SLEEVE PLAN 62.66 FENCING AND IRRIGATION DETAILS C2.01 UTILITY PLAN COVER SHEET C2. 5 UTILITY PLAN - WEST PORTION G2.09 UTILITY PLAN - EAST PORTION C2.10 UTILITY PLAN - DETAILS C2.12 UTILITY PLAN -FUEL SPILL COLLECTION SYS C2.13 UTILITY PLAN -FUEL SPILL COLL PAN DIETS C2.14 UTILITY PLAN -FUEL SPILL PIPING COLL SYS 02.15 UTILITY PLAN -FUEL SPILL PIPING FOR SEP G2.16 UTILITY PLAN -VAULT FOUNDATION PLAN C2.11 UTILITY PLAN - UNDERGROUND TANK INSTALL G2.18 UTILITY PLAN -FUEL SPILL ELEC /CONTROL C2.19 FOUNTAIN 51TE PLAN 6220 FOUNTAIN DETAIL SHEET C221 FOUNTAIN DETAIL SWEET 51.1 GENERAL NOTES SI.IA GENERAL NOTES 51.2 TYPICAL DETAILS 61.3 TYPICAL DETAILS 51.4 TYPICAL DETAILS 51.5 TYPICAL DETAILS SIB TYPICAL DETAILS 51.1 TYPICAL DETAILS 52.1 FOUNDATION PLAN 622 MID ROOF FRAMING PLAN 523 HIGH ROOF FRAMING PLAN 52.4 CANOPY FOUNDATION PLAN 52.5 CANOPY FRAMING PLAN 53.1 SECTIONS 53.2 SECTIONS AND ELEVATIONS R CTIONS AND ELEVATIONS TAILS TAILS / ELECTRICAL / PLUMBING GENDS, SYMBOLS, T -24 HEDULES M3.00 GROUND LEVEL MECHANICAL PLAN M3. 11 CLERESTORY MECHANICAL PLAN M3.02 ENLARGED MECHANICAL WELL M4.00 SECTIONS M5.00 DETAILS E1.0O LEGI =NPS, SYMBOLS 4 GENEAL R NOTES E1.01 SCHEDULES 4 TITLE 24 TRUXTUN AVE lu W W W UJ 13 N Z 8N..5�. RA��ROAp AREA MAP �, 1-1 - ) -3 b 1919 Santa Morita Boulevard Santa Morita, CA 90404 310.828.6876 fax 310.828.6885 tel Q ISSUED FOR REFERENCE ONLY 0 ISSUED WITH MODIFICATIONS DWG • aRAWING TITLE ARCHITECTURAL AO.00 DRAWING INDEX / COVER SHEET A1.00 GENERAL INFORMATION ,41.01 GENERAL INFORMATION A2.00 SITE PLAN ,42.01 ENLARGED PARTIAL SITE PLAN A2.02 ENLARGED PARTIAL SITE PLAN A2.03 ENLARGED PARTIAL SITE PLAN A2.10 SITE DETAILS - STORAGE BUILDING A2.11 FOUNTAIN 4 SITE DETAILS A3.00 FIRST FLOOR 4 CLERESTORY PLANS A3.01 ROOF PLAN A3.02 FLOOR PATTERN PLAN A4.00 BUILDING ELEVATIONS A4.OI BUILDING ELEVATIONS A4.05 BUILDING SECTIONS A4.06 BUILDING SECTIONS A4.01 BUILDING SECTIONS A4.06 WALL SECTIONS A4.10 CANOPY PLAN 4 SECTIONS A5.00 EXTERIOR DETAILS A5.01 ENTRY CANOPY PLAN AND DETAILS A5.02 METAL ROOF DETAILS A5.03 METAL ROOF DETAILS A5.04 METAL ROOF DETAILS A6.00 REFLECTED CEILING PLAN A6. 22 SUSPENDED CEILING DETAILS A-I.00 SCHEDULES A7.01 CURTAINIUALL 4 STOREFRONT DETAILS A5,00 CABINET DETAILS A8.01 CABINET DETAILS AS.00 TOILET ROOM PLANS AND ELEVATIONS A10.00 BUILDING SIGNAGE A10.01 15UILDING 51GNAGE PLAN CIVIL / LANDSCAPE C2.00 FINAL GRADING 4 COVER 5HEET C2.01 FINAL GRADING PLAN - WEST PORTION C2.02 FINAL GRADING PLAN - EAST PORTION C2.03 FINAL GRADING DETAILS 02.05 FENCING AND IRRIGATION SLEEVE PLAN 62.66 FENCING AND IRRIGATION DETAILS C2.01 UTILITY PLAN COVER SHEET C2. 5 UTILITY PLAN - WEST PORTION G2.09 UTILITY PLAN - EAST PORTION C2.10 UTILITY PLAN - DETAILS C2.12 UTILITY PLAN -FUEL SPILL COLLECTION SYS C2.13 UTILITY PLAN -FUEL SPILL COLL PAN DIETS C2.14 UTILITY PLAN -FUEL SPILL PIPING COLL SYS 02.15 UTILITY PLAN -FUEL SPILL PIPING FOR SEP G2.16 UTILITY PLAN -VAULT FOUNDATION PLAN C2.11 UTILITY PLAN - UNDERGROUND TANK INSTALL G2.18 UTILITY PLAN -FUEL SPILL ELEC /CONTROL C2.19 FOUNTAIN 51TE PLAN 6220 FOUNTAIN DETAIL SHEET C221 FOUNTAIN DETAIL SWEET 51.1 GENERAL NOTES SI.IA GENERAL NOTES 51.2 TYPICAL DETAILS 61.3 TYPICAL DETAILS 51.4 TYPICAL DETAILS 51.5 TYPICAL DETAILS SIB TYPICAL DETAILS 51.1 TYPICAL DETAILS 52.1 FOUNDATION PLAN 622 MID ROOF FRAMING PLAN 523 HIGH ROOF FRAMING PLAN 52.4 CANOPY FOUNDATION PLAN 52.5 CANOPY FRAMING PLAN 53.1 SECTIONS 53.2 SECTIONS AND ELEVATIONS R CTIONS AND ELEVATIONS TAILS TAILS / ELECTRICAL / PLUMBING GENDS, SYMBOLS, T -24 HEDULES M3.00 GROUND LEVEL MECHANICAL PLAN M3. 11 CLERESTORY MECHANICAL PLAN M3.02 ENLARGED MECHANICAL WELL M4.00 SECTIONS M5.00 DETAILS E1.0O LEGI =NPS, SYMBOLS 4 GENEAL R NOTES E1.01 SCHEDULES 4 TITLE 24 • !. • E2.01 ENLARGED PARTIAL 61TE PLAN E2.02 ENLARGED PARTIAL SITE PLAN EL3.00 GROUND LEVEL LIGHTING PLAN EL3.OI CLERESTORY LIGHTING PLAN EP3.00 GROUND LEVEL POWER PLAN EP3.01 CLERESTORY POWER AND GROUNDING PLAN E4.6!)0 SINGLE LINE DIAGRAM AND PANEL SCHEDULE E5.00 SITE DISTRIBUTION - SINGLE LINE - PANEL SCHED E6.00 SITE DISTRIBUTION PLAN E6.O1 ENLARGED PARTIAL SITE DISTRIBUTION PLAN E6.02 ENLARGED PARTIAL SITE DISTRIBUTION PLAN E6.03 ENLARGED PARTIAL SITE DISTRIBUTION PLAN E6.04 ENLARGED PARTIAL SITE DISTRIBUTION PLAN E6.05 ELECTRICAL 4 STORAGE RIM / LIGHT 4 EQUIP LAYOUT E&-O& DETAILS • •I• NNLJLJI use[301 0 K393 .Woo 0�E]93 0�0� NEW •• •'• •• •'• s • Z w Z Q 0 6 Q_ ww0� d IYZ co O >L �0_ wOVmp Z LI p p 0 ch C�i I.n A L0 N p N ctl c:z \Q • !. • E2.01 ENLARGED PARTIAL 61TE PLAN E2.02 ENLARGED PARTIAL SITE PLAN EL3.00 GROUND LEVEL LIGHTING PLAN EL3.OI CLERESTORY LIGHTING PLAN EP3.00 GROUND LEVEL POWER PLAN EP3.01 CLERESTORY POWER AND GROUNDING PLAN E4.6!)0 SINGLE LINE DIAGRAM AND PANEL SCHEDULE E5.00 SITE DISTRIBUTION - SINGLE LINE - PANEL SCHED E6.00 SITE DISTRIBUTION PLAN E6.O1 ENLARGED PARTIAL SITE DISTRIBUTION PLAN E6.02 ENLARGED PARTIAL SITE DISTRIBUTION PLAN E6.03 ENLARGED PARTIAL SITE DISTRIBUTION PLAN E6.04 ENLARGED PARTIAL SITE DISTRIBUTION PLAN E6.05 ELECTRICAL 4 STORAGE RIM / LIGHT 4 EQUIP LAYOUT E&-O& DETAILS • •I• NNLJLJI use[301 0 K393 .Woo 0�E]93 0�0� NEW •• •'• •• •'• s • c SYMBOLS COLUMN GRID LINES DETAIL NUMBER ELEVATION 2 A2.1 DRAWING NUMBER BUILDING AND WAL SECT ION KEY TAIL NUMBER AWING NUMBER Ut-- I AIL NUMBER DETAIL K 37 A2.1 DRAWING NUMBER ETAIL NUMBER NTERK)R 3 ELEVATION KEY A2.1 DRAWING NUMBER 120 E ROOM NUMBER WORKING POINT AND /OR ELEVATION MARK El— WALL TYPE REFER TO A8.01 FOR TYPES I'-011 POSTS AND MOUNTING SIGN SUPPORTS SHOULD BE OF A BREAKWAY OR YIELDING DESIGN. CONCRETE BASES FOR SIGN SUPPORTS SHOULD ISE FLUSH WITH GROUND LEVEL NANpICAPPED PARKI 4G ONLY VAN (VAN ACCESSIBLE SIGN • VAN STALL ONLY) SSI V 1 a 211 Sa GALv. STEEL POST, NON PERFORATED 7F FANeEMENTI I SIDEW 1211* CONCRETE FTC. mn r "et` 1 5IGN DETAIL WHEEL STOP 10 SQ. INCH - ACCESSIBILITY SIGN PER SEC. 11298 CAL STANDARDS Z 8 csJ WHITE BORDER - BLUE BACKGROU WHITE INSIGNIA — 36' SQUARE TYP. PAVEMENT SYMBOL PER SEC. 11298 CAL STANDARDS X GENERAL INFORMATION d Scale 0 E # AND 8 DIAMETER OR ROUND ID INSIDE DIAMETER INT INTERIOR ABBREVIATIONS GENERAL INFORMATION Date Scale Project Number CAD Fie # AND Sheet Number DIAMETER OR ROUND ID INSIDE DIAMETER INT INTERIOR L ANGLE " POUND OR NUMBER INSUL INSULATION 0 AT (E) EXISTING `2 CENTERLINE JAN JANITOR JT. JOINT ACCES. ACCESSORY AL ALUMINUM KIT KITCHEN ACCESS. ACCESSIBILITY APPROXAPPROXIMATE 5 2nd Bid Submittal ACOUS. ACOUSTICAL ARCH. ARCHITECTURAL LAB LABORATORY LKR LOCKER AD. AREA DRAIN ASB. ASBESTOS LAM LAMINATE LT LIGHT ADJ ADJUSTABLE ASPH. ASPHALT LAV LAVATORY AGGR. AGGREGATE BD. BOARD 5M. BEAM MAX MAXIMUM MIN MINIMUM 51TUM BITUMINOUS 50T BOTTOM M.0 MEDICINE CABINET MIR MIRROR BLDG. BUILDING MECH MECHANICAL MISC. MISCELLANEOUS BLK. BLOCKING MEMB. MEMBRANE M.O. MASONRY OPENING MTL METAL MTD MOUNTED C.O. CASED OPENING MFR MANUFACTURER MUL MULLION C COMPACT (GAR) COL. COLUMN MH MANHOLE CAB. CABINET CONC. CONCRETE CB. CATCH BASIN CONK CONNECTION N NORTH NOM NOMINAL GEM. CEMENT CONSTR. CONSTRUCTION (N) NEW CER CERAMIC CONT. CONTINUOUS NIC NOT IN CONTRACT NTS NOT TO SCALE C.I. CAST IRON CORK CORRIDOR NO NUMBER C.G. COMER GUARD CTSK COUNTER SUNK CEILING CEILING CNTR COUNTER OA OVERALL OFF OFFICE CLKG CAULKING CTR. CENTER OBS OBSCURE OPNG OPENING CLO. CLOSET O.0 ON CENTER OPP OPPOSITE CLR CLEAR DN. DOWN OD OUTSIDE DIAMETER D.O. DOOR OPENING DBL. DOUBLE DR DOOR PRCST PRECAST PT POINT DEPT- DEPARTMENT DWR. DRAWER PL PLATE PTD PAPER TOWEL DISPENSER D.F. DRINKING FOUNTAIN D,S. DOWNSPOUT P LAM PLASTIC LAMINATE PTD/R PAPER TOWEL DET. DETAIL DSP DRY STAND PIPE PLAS PLASTER DISPENSER/ RECEPTICAL DIA. DIAMETER DWG. DRAWING PLYWD PLYWOOD PTN PARTITION DIM. DIMENSION PR PAIR PTR PAPER TOWEL RECEPTACAL DISP. DISPENSER EP ELECTRIC PANEL50ARD EQ. EQUAL RCP REFLECTED CEILING PLAN SPEC SPECIFICATIONS E EAST EQPT EQUIPMENT RQD REQUIRED SQ SQUARE EA EACH EWC ELECTRIC WATER COOLER S SOUTH S. STL. STAINLESS STEEL E.J. EXPANSION JOINT EXIST. EXISTING Sc SOLID CORE S. SK SERVICE SINK EL ELEC ELEVATION ELECTRICAL EX or (E)EXISTING EXPO EXPOSED SCD SEAT COVER DISPENSER ST STANDARD (CAR) ELEV. ELEVATOR EXP. EXPANSION SCHED SCHEDULE STA STD. STATION STANDARD EMER EMERGENCY EXT. EXTERIOR SD SOAP DISPENSER 5% STEEL ENCL. ENCLOSURE SECT SH SECTION SHELF STOR STORAGE FLUOR FLUORESCENT SHR SHOWER STRL STRUCTURAL FA FIRE ALARM FOC FACE OF CONCRETE SHT SHEET SUSP SUSPENDED FB FLAT BAR FOF FACE OF FINISH SIM SIMILAR SYM SYMMETRICAL FD FLOOR DRAIN FOS FACE OF STUDS SND SANITARY NAPKIN FON FOUNDATION FPRF FIREPROOF SNR DISPENSER SANITARY NAPKIN THK THICK FE FIRE EXTINGUISHER F.S. FULL SIZE RECEPTACLE T.O.P. TOP OF PARAPET FEC FHC FIRE EXTINGUISHER CAB FIRE HOSE CABINET FT. FOOT OR FEET TRD TREAD TPD TOILET PAPER DISPENSER FIN FINISH FTG. FUR FOOTING FURRING TB, TOWEL BAR TV TELEVISION FL FLOOR FUt FUTURE TC. TOP OF CURB T.O.W. TOP OF WALL FLASH FLASHING TEL TELEPHONE TYP TYPICAL GL. GLASS TER TERRAllO GA. GAUGE GND GROUND T4G TONGUE AND GROOVE GALV. GALVANIZED GR GRADE UR URINAL G$. GRAB BAR GYP. GYPSUM UNF UNFINISHED GFRC. GLASS F15ER U .ON UNLESS NOTED REINFORCEDCONCRETE HM HOLLOW METAL OTHERWISE N.B. H.C. HOSE BIBS HOLLOW CORE HORIZ. HR HORIZANTAL VERT VERTICAL VEST VESTIBULE HDWD HARDWOOD HGT. HOUR - HEIGHT VAT VINYL ASBESTOS TILE HDWE HARDWARE W WEST W/O WITHOUT W/ WITH WR WATER RESISTANT W.C. WATER CLOSET WSCT. WAINSCOT WD WOOD WT WEIGHT 9' -0' MIN. 5' -0' MIN.TYP. 8' -0' MIN. AT TYP VAN ACCESSIBLE I.C. PARKING 5TALL5 STALL WIDTH CLEAR (STANDARD) /_ 1 -0II CLEAR (COMPACT) 3' STRIPES, PAINT BLUE AT 36' ON CENTER b" STRIPES PAINT BLUE NO 5TRIFING ID TAIL 4 � 0- 0 U � (X p� O O u � z z e BUILDING DATA I. BAKERSFIELD AMTRAK STATION A. TYPE OF CONSTRUCTION STATION BLDG.: TYPE V -NR B. TOTAL SQUARE FOOTAGE : NEW BUILDING AREA: 8,335 S.F. MAX FLOOR AREA ALLOWABLE: 6,000 S.F. per table 5 -5 AREA INCREASE ALLOWED PER SECTION 505 SEPERATION ON ALL SIDES: r2% PER FT 20 FT. SEPERATION ON ALL SIDES: 40' MIN (20'X 5516 PER FT) a 100% INCREASE MAX FLOOR AREA ALLOWABLE WITH INCREASES: 12, 000 S.F. C. OCCUPANCY GROUP(S) : A3,5 D. NUMBER OF STORIES : ONE (1) E. HEIGHT IS 40' -0" ABOVE GROUND FLOOR LEVEL F. OCCUPANCY LOAD PER LEVEL SEE CATEGORY BELOW G. EXISTING USE / COMMERCIAL H. PARKING TOTALS STANDARD : 150 HANDICAPPED: 6 (THIS EXCEEDS ALL APPLICABLE PARKING REQUIREMENTS) I. LOT AREA: 83 ACRES BUILDING AREAS MAIN STATION: WAITING ROOM 5984,,-F OFFICE /SUPPORT AREA: 1185 SF REST ROOM AREA: 586 SF TOTAL AREA: 335 SF STORAGE BUILDING: 461 SF SOUTH PEDESTRIAN CANOPY: 8,511 SF NORTH PEDESTRIAN CANOPY: 8,253 SF A. TYPE OF CONSTRUCTION CANOPYS : TYPE v -NR MAX FLOOR AREA ALLOWABLE: 6,000 S.F. per table 5 -5 AREA INCREASE ALLOWED PER SECTION 505 SEPERATION ON THREE SIDES: 2 1/2% PER FT 20 FT. SEPERATION ON THREE SIDES: 40' MIN (20'X 2 1/2% PER FT) -50% INCREASE MAX FLOOR AREA ALLOWABLE WITH INCREASES: 9, 000 S.F. OCCUPANT LOAD / EXIT ANALYSIS BUILDING OCCUPANCY A3 d B : NO SEPERATION REQUIRED PER UBC TABLE 3 -5 TABLE 10 -A MAIN WAITING AREA: 4452 / 15 OCC /SF - 296 PERSONS FOOD SERVICE AREA: 246 / 200 OCC /SF = 3 PERSONS TOTAL OCC LOAD WAITING: 299 PERSONS OFFICE /SUPPORT AREA: 1185 / 100 OCC /SF = 18 PERSONS REST ROOM AREA: 586 / 100 OCC /SF = 6 PERSONS TOTAL OCC. LOAD BACK OF HOUSE:, 24 PERSONS WAITING ROOM POST MAXIMUM OCCUPANT LOAD SIGN : 299 PERSONS EXIT WIDTH REQUIRED: 299 OCCUPANTS X.2 = 59.8 INCHES EXIT WIDTH PROVIDED: (3 EXITS) X -12 = 216 INCHES (18 FT.) CONSTRUCTION REQUIREMENTS GENERAL NOTES 1. ALL WORK SHALL CONFORM TO ALL APPLICABLE COC>ES AND AUTHORITIES AS MINIMUM REQUIREMENTS. A PARTIAL LIST OF MINIMUM REQUIREMENTS IS AS FOLLOWS: 1994 UNIFORM 5ULDING CODE, UMC AND UPC A. 1995 CALIFORNIA BUILDING CODE- TITLE 24, PART 2. (UNIFORM BUILDING CODE WITH CALIFORNIA AMENDMENTS) B. 1995 CALIFORNIA ELECTRICAL CODE- TITLE 24, PART 3. (NATIONAL ELECTRIC CODE WITH CALIFORNIA AMENDMENTS) C. 1995 CALIFORNIA MECHANICAL CODE- TITLE 24, PART 4. (UNIFORM MECHANICAL CODE WITH CALIFORNIA AMENDMENTS) D. 1995 CALIFORNIA PLUMBING CODE- TITLE 24, PART 5. (UNIFORM PLUMBING CODE WITH CALIFORNIA AMENDMENTS) 2. THE CONTRACTOR SHALL VISIT THE PROJECT SITE AND BECOME KNOWLEDGEABLE OF CONDITIONS IN THE VICINITY OF THE PROJECT. HE SHALL INVESTIGATE, VERIFY, AND BE RESPONSIBLE FOR ALL CONDITIONS OF THE PROJECT AND SHALL NOTIFY THE ARCHITECT OF ANY CONDITION INCONSISTENT WITH THE CONTRACT DOCUMENTS BEFORE PROCEEDING WITH THAT AREA OF WORK 3. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF ANY AND ALL UTILITIES IDENTIFIED ON THE PROJECT SITE (NOT IDENTIFIED FOR REMOVAL OR RELOCATION) DURING THE COURSE OF CONSTRUCTION TO BE IN CONFLICT WITH WORK INDICATED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL REMOVE OR RELOCATE SUCH UTILITIES ONLY AFTER RECEIVING DIRECTION TO PROCEED FROM THE OWNER'S REPRESENTATIVE 4. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS GOVERN. REPORT ANY AND ALL DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND DOCUMENTS TO THE OWNER'S REPRESENTATIVE. 5. ALL DIMENSIONS ARE TO BE CONSIDERED NOMINAL UNLESS NOTED OTHERWISE. DIMENSIONS SHALL BE TO FACE OF FINISH, CENTERLINE OF COLUMN OR AS OTHERWISE SPECIFICALLY INDICATED. (o. ALL DIMENSIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO PROCEEDING WITH THE WORK-ANY AND ALL DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND DOCUMENTS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE PRIOR TO COMMENCING WITH THE WORK 1. ALL CONSTRUCTION MEANS AND METHODS ARE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR ACTIVITY IS LIMITED TO THOSE TIMES AND AREAS INDICATED AS BEING ACCEPTABLE TO THE OWNER'S REPRESENTATIVE. 8. DETAILS NOT INDICATED ARE SIMILAR IN CHARACTER TO THOSE SHOWN. WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CAN NOT BE DETERMINED, NOTIFY THE ONWER'S REPRESENTATIVE FOR CLARIFICATION. 9. THE CONTRACTOR SHALL COORDINATE THE PLACEMENT AND SIZE OF ANY AND ALL STRUCTURAL OPENINGS REQUIRED TO ACCOMMODATE THE WORK OF VARIOUS TRADES. OPENINGS IDENTIFIED AFTER THE PLACEMENT OF STRUCTURAL COMPONENTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 10. REFER TO STRUCTURAL DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL STRUCTURAL REQUIREMENTS AND INFORMATION 11. ALL MASONRY, PLASTER AND GYPSUM BOARD PARTITIONS AND /OR CEILINGS SHALL BE FINISHED TO ACCEPT THE FINISHES INDICATED 12. SIGNAGE IS NOT A PART OF THE BUILDING PERMIT. ALL SIGNAGE IS REQUIRED TO BE APPROVED AS SEPERATE FROM THE BUILDING PERMIT AND BE ISSUED AS A SEPERATE PERMIT. q,Lj- Project Amtrak � Station Bakersfield, CA IN Santa f>imm Blvd, SLO 300 Santa MOWA CA 90404 310MA6878 fax 310.828.6865 tel Sheet Title GENERAL INFORMATION Date Scale Project Number CAD Fie 98102 Sheet Number A1000 (c) 1998 Rossetti Associates Architects I I —I 5 2nd Bid Submittal 6/22/99 4 Bid Submittal 3/15/99 3 Plan Check 3/3/99 2 50% Construction Documents 2/15/99 1 100% Design Development 12/18/98 No. Description Date Sheet Title GENERAL INFORMATION Date Scale Project Number CAD Fie 98102 Sheet Number A1000 (c) 1998 Rossetti Associates Architects Disabled Access Notes SANITARY FACILITY FDCTURES & ACCESSORIES I_ MIRRORS SHALL BE MOUNTED WITH THE BUTTON EDGE NO HIGHER THAN 40" FROM THE FLOOR 2. WHERE TOWEL, SANITARY NAPKINS, WASTE RECEPTACLES, AND OTHER SIMILAR DISPENSING AND DISPOSAL FIXTURES ARE PROVIDED, AT LEAST ONE OF EACH TYPE SHALL BE LOCATED WITH ALL OPERABLE PARTS, INCLUDING COIN SLOTS , WITHIN 40' FROM THE FINISHED FLOOR 3. TOILET TISSUE DISPENSERS SHALL BE LOCATED ON THE WALL WITHIN 12' OF THE FRONT EDGE OF THE TOILET SEAT AND NO LOWER THAN 19" FROM THE FLOOR DISPENSERS THAT CONTROL DELIVERY OR THAT DO NOT PERMIT CONTINUOUS PAPER FLOW SHALL NO BE USED. 4. TOILET ROOM FLOORS SHALL HAVE A SMOOTH, HARD, NON - ABSORBENT SURFACE SUCH AS PORTLAND CEMENT, CONCRETE, CERAMIC TILE OR OTHER APPROVED MATERIAL WHICH EXTENDS UPWARD ONTO THE WALLS AT LEAST 5'. WALLS WITHIN WATER CLOSET COMPARTMENTS AND WALLS WITHIN 24' OF THE FRONT AND SIDES OF URINALS SHALL BE 51MILARLY FINISHED TO A HEIGHT OF 48' AND, EXCEPT FOR STRUCTURAL ELEMENTS, THE MATERIALS USED IN SUCH WALLS SHALL BE A TYPE WHICH IS NOT ADVERSELY AFFECTED BY MOISTURE. MULTPLE ACCOMMODATION SANITARY FACILITIES 1. A CLEAR SPACE MEASURED FROM THE FLOOR TO A HEIGHT OF 21' ABOVE THE FLOOR, WITHIN THE SANITARY FACILITY ROOM, OF SUFFICIENT SIZE TO INSCRIBE A CIRCLE WITH A DIAMETER NOT LESS THAN 60" OR A CLEAR SPACE 56' BY 63' IN SIZE, SHALL BE PROVIDED FOR WHEELCHAIR MANEUVERING. DOORS OTHER THAN THE DOOR TO THE ACCESSIBLE TOILET COMPARTMENT IN ANY POSITION MAY ENCROACH INTO THIS SPACE BY NOT MORE THAN 12" 2. A WATER CLOSET FIXTURE LOCATED IN A COMPARTMENT SHALL PROVIDE A MINIMUM 28' WIDE CLEAR SPACE FROM A FIXTURE OR A MINIMUM 32' WIDE CLEAR SPACE FROM A WALL AT ONE SIDE OF THE WATER CLOSET. THE OTHER SIDE OF THE WATER CLOSET SHALL PROVIDE IS' FROM THE CENTERLINE OF THE WATER CL05ET TO THE WALL. GRAB BARS SHALL NOT PROJECT MORE THAN 3' INTO THESE CLEAR SPACES 3, A MINIMUM 48' LONG CLEAR SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET IF THE COMPARTMENT HAS AN END OPENING DOOR (FACING THE WATER CLOSET) AND A MINIMUM 60" LONG CLEAR SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET IF THE COMPARTMENT HAS A DOOR LOCATED AT THE SIDE. GRAB BARS SHALL NOT PROJECT MORE THAN 3" INTO THESE CLEAR SPACES. 4. WATER CLOSET COMPARTMENTS SHALL BE EQUIPPED WITH A DOOR THAT HAS AN AUTOMATIC - CLOSING DEVICE, AND SHALL HAVE A CLEAR, UNOBSTRUCTED OPENING WIDTH OF 32" WHEN LOCATED AT THE END AND 34' WHEN LOCATED AT THE SIDE WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION 5. WHEN STANDARD COMPARTMENT DOORS ARE USED, WITH A MINIMUM 9' CLEARANCE FOR FOOTRESTS UNDERNEATH AND A SELF - CLOSING DEVICE, CLEARANCE AT THE STRIKE EDGE AS SPECIFIED IN SECTION 1004.9.2.2 15 NOT REQUIRED. 6. THE INSIDE AND OUTSIDE OF THE COMPARTMENT DOOR SHALL BE EQUIPPED WITH A LOOP OR U- SHAPED HANDLE IMMEDIATELY BELOW THE LATCH. THE LATCH SHALL BE FLIP -OVER STYLE, SLIDING, OR OTHER HARDWARE NOT REQUIRNG THE USER TO GRASP OR TWIST. 1. EXCEPT FOR DOOR OPENING WIDTHS AND DOOR SWINGS, A CLEAR, UNOBSTRUCTED ACCESS NOT LESS THAN 44" SHALL BE PROVIDED TO WATER CLOSET COMPARTMENTS DESIGNED FOR USE BY PERSONS WITH DISABILITIES AND THE SPACE IMMEDIATELY IN FRONT OF A WATER CLOSET COMPARTMENT SHALL BE NOT LESS THAN 48" AS MEASURED AT A RIGHT ANGLE TO COMPARTMENT DOOR IN ITS CL05ED POSITION. 8. WHERE SIX OR MORE STALLS ARE PROVIDED WITHIN A MULTIPLE ACCOMMODATION TOILET ROOM, IN ADDITION TO THE STANDARD ACCESSIBLE STALL REQUIRED ABOVE, AT LEAST ONE ADDITIONAL STALL SHALL BE PROVIDED WITH A WIDTH OF 36' WITH AN OUTWARD SWINGING SELF - CLOSING DOOR AND PARALLEL GRAB BARS COMPLYING WITH SECTIONS 11158.82 THROUGH 11158.8.4. GRAB BARS I. GRAB BARS SHALL BE LOCATED ON EACH SIDE, OR ON ONE SIDE AND THE BACK OF THE ACCESSIBLE TOILET STALL OR COMPARTMENT. 2. GRAB BARS AT THE 51DE SHALL BE AT LEAST 42" LONG WITH THE FRONT END POSITIONED 24' IN FRONT OF THE WATER CLOSET STOOL AND WITH THE BACK END POSITIONED NO MORE THAN 12" FROM THE REAR WALL. GRAB BARS AT THE BACK SHALL BE NOT LESS THAN 36" LONG. 3. GRAB BARS SHALL BE SECURELY ATTACHED 33" ABOVE AND PARALLEL TO THE FLOOR, EXCEPT THAT WHERE A TANK -TYPE TOILET IS USED WHICH OBSTRUCTS PLACEMENT AT 33 ', THE GRAB BAR MAY BE AS HIGH AS 36'. 4. THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A GRAB BAR SHALL BE 1 -1/4" TO 1 -1/2" OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. IF GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL AND THE GRAB BARS SHALL BE 1 -1/2'. 5. THE STRUCTURAL STRENGTH OF GRAB BARS, TUB AND SHOWER SEATS, FASTENERS, AND MOUNTING DEVICES SHALL MEET THE FOLLOWING SPECIFICATIONS: a. BENDING STRESS IN A GRAB BAR OR SEAT INDUCED BY THE MAXIMUM BENDING MOMENT FROM THE APPLICATION OF A 250 -1-5. POINT LOAD SHALL BE LESS THAN THE ALLOWABLE STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT. b. SHEAR STRESS INDUCED IN A GRAB BAR OR SEAT BY THE APPLICATION OF A 250 -1-5. POINT LOAD SHALL BE LESS THAN THE ALLOWABLE SHEAR STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT, AND ITS MOUNTING BRACKET OR OTHER SUPPORT IS CONSIDERED TO BE FULLY RESTRAINED, THEN DIRECT AND TORSIONAL SHEAR STRESSES SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS. c. SHEAR FORCE INDUCED IN FASTENER OR MOUNTING DEVICES FROM THE APPLICATION OF A 250 -LB. POINT LOAD SHALL BE LE55 THAN THE ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR MOUNTING DEVICE OR THE SUPPORTING STRUCTURE, WHICHEVER HAS THE SMALLER ALLOWABLE LOAD.d. TENSILE FORCE INDUCED IN A FASTENER BY A DIRECT TENSION FORCE OF A 250 -1-5. POINT LOAD, PLUS THE MAXIMUM MOMENT FROM THE APPLICATION OF A 250 -L5. POINT LOAD, SHALL BE LESS THAN THE ALLOWABLE SUPPORTING STRUCTURE. s. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. 6. A GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT TO IT SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8" ELECTRICAL 1. THE CENTER OF ELECTRICAL AND COMMUNICATION SYSTEM RECEPTCLE OUTLETS SHALL BE INSTALLED NOT LESS THAN 15" ABOVE THE FLOOR OR WORKING PLATFORM. 2. THE CENTER OF THE GRIP OF THE OPERATING HANDLE OF CONTROLS OR SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLET, APPLIANCES, OR COOLING, HEATING, AND VENTILATING EQUIPMENT SHALL NOT BE MORE THAN 48' ABOVE THE FLOOR OR WORKING PLATFORM. 3_ THE CENTER OF FIRE ALARM INITIATING DEVICES (BOXES) SHALL BE LOCATED 48' ABOVE THE LEVEL OF THE FLOOR, WORKING PLATFORM, GROUND SURFACE, OR SIDEWALK. 4. THE INSTALLATION OF FIRE ALARM EQUIPMENT AND SYSTEMS IN ANY OCCUPANCY WITHIN THE SCOPE OF THESE REGULATIONS SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF THE CALIFORNIA ELECTRICAL CODE. e rn W m wR� 1 --4 tu a c� tr X I tl r O LU ° 0 - U - >n 1 _ Ww =tit NMI wl Oza w �u SEE PLAN FOR LOCATI �X io Q m4 r ' 1 - m li � cv DRNMG FOUNTAIN I. IN NEW CONSTRUCTION, WHERE MORE THAN ONE DRINKING FOUNTAIN OR WATER COOLER IS PROVIDED ON A FLOOR, 509. OF THOSE PROVIDED SHALL COMPLY WITH PLUMBING CODE SECTION 1501 AND SHALL BE ON AN ACCESSIBLE ROUTE. 2. DRINIKING FOUNTAINS SHALL BE LOCATED COMPLETELY WITHIN ALCOVES OR OTHERWISE POSITIONED SO AS NOT TO ENCROACH INTO PEDESTRIAN WAYS. THE ALCOVE IN WHICH THE WATER FOUNTAIN 15 LOCATED SHALL BE NOT LESS THAN 32" IN WIDTH AND 18' IN DEPTH. 3. DRINKING FOUNTAINS SHALL BE A MINIMUM OF IS" DEPTH AND THERE SHALL BE A CLEAR AND UNOBSTRUCTED KNEE SPACE UNDER THE DRINKING FOUNTAIN NOT LE55 THAN 21' IN HEIGHT ABOVE THE FLOOR, AND 11' IN DEPTH FROM THE FRONT EDGE OF THE FOUNTAIN, ETC. 4. THERE SHALL BE TOE CLEARANCE OF 9' IN HEIGHT ABOVE THE FLOOR, AND 11' IN DEPTH FROM THE FRONT EDGE OF THE FOUNTAIN. 5. A SIDE APPROACH DRINKING FOUNTAIN IS NOT ACCEPTABLE. 6. THE DRINKING FOUNTAIN BUBBLER SHALL BE ACTIVATED BY A CONTROL WHICH 15 EASILY OPERATED BY A HANDICAPPED PERSON, SUCH AS A HAND - OPERATED LEVEL TYPE CONTROL LOCATED WITHIN 6" OF THE FRONT OF THE FOUNTAIN, A PUSH BAR CONTROL ALONG THE FRONT OF THE DRINKING FOUNTAIN. 1. THE BUBBLER OUTLET ORIFICE SHALL BE LOCATED WITHIN 6' OF THE FRONT OF THE DRINKING FOUNTAIN AND SHALL BE WITHIN 36' OF THE FLOOR. THE WATER STREAM FROM THE BUBBLER SHALL BE SUBSTANTIALLY PARALLEL TO THE FRONT EDGE OF THE DRINKING FOUNTAIN. PUBLIC TELEPHONES I. IF PUBLIC TELEPHONES ARE PROVIDED, THEY SHALL BE MADE ACCESSIBLE. 2. A CLEAR FLOOR OR GROUND SPACE AT LEAST 30' BY 48' THAT ALLOWS EITHER A FORWARD OR PARALLEL APPROACH BY A PERSON USING A WHEELCHAIR SHALL BE PROVIDED AT TELEPHONES. 3_ BASES, ENCLOSURES AND FIXED SEATS SHALL NOT IMPEDE APPROACHES TO TELEPHONES BY PEOPLE WHO USE WHEELCHAIRS. 4. THE HIGHEST OPERABLE PART OF THE TELEPHONE SHALL BE WITHIN 48' OF THE FLOOR IF FORWARD APPROACHED AND 54" IF SIDE APPROACHED. 5. TELEPHONES MOUNTED DIAGONALLY IN A CORNER THAT REQUIRE WHEELCHAIR USERS TO REACH DIAGONALLY SHALL HAVE THE HIGHEST OPERABLE PART NO HIGHER THAN 54" ABOVE THE FLOOR. 6. THE CORD FROM THE TELEPHONE TO THE HANDSET SHALL BE AT LEAST 29' LONG. CONTROLS AND OPERATING MECHANISMS 1. CONTROLS AND OPERATING MECHANISMS REQUIRED TO BE ACCESSIBLE BY SECTION 101.11.1 -10 SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 11178.6. 2. CLEAR FLOOR SPACE COMPLYING WITH SECTION 11185.4 THAT ALLOWS A FORWARD OR PARALLEL APPROACH BY A PERSON USING A WHEELCHAIR SHALL BE PROVIDED AT CONTROLS, DISPENSERS, RECEPTACLES, AND OTHER OPERABLE EQUIPMENT. 3. THE HIGHEST OPERABLE PART OF ALL CONTROLS, DISPENSERS, RECEPTACLES, AND OTHER OPERABLE EQUIPMENT SHALL BE PLACED WITHIN 48' OF THE FLOOR BUT NOT LOWER THAN 15" IF FORWARD APPROACHED AND WITHIN 54' BUT NOT LOWER THAN 9' IF SIDE APPROACHED. 4. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING,OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS OF FORCE. 5. FAUCET CONTROLS AND OPERATING MECHANISMS FOR KITCHEN SINKS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVE FAUCET CONTROLS AND OPERATING MECHANISMS FOR KITCHEN SINKS SHALL BE NO GREATER THAN 5 PLF. LEVER - OPERATED, PUSH -TYPE, AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF - CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. 6. VENDING MACHINES SHALL BE INSTALLED IN COMPLIANCE WITH SECTION 1111516 THROUGH 11118.6.4. w LU 1' --1' MIN,io 12 " MAX. MIN. 1 Q � N a LU 2nd Bid Submittal 6/22/99 4 Bid Submittal ju 3 Plan Check 3/3/99 2 50% Construction Documents 2/15/99 ,- - U L-UJ X - -e- Description Date Ll LL z4 � � z 0 � SIGNS AND DENTFICATION N Q II oQ QQ !YO c00 tt4 Q -7(lrn t0 � M J A a DE RID S QX `tq;�zr 8 X w Li J �i H.C. BEAT ' MIN. LEN@TH 24' MM. LENGTH q O Q 1' -4 NOTE: MOUNTING OF ALL ACCESSORIES MUST COMPLY WITH CaIDAG '9ro NOTE: THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE STANDARD USED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY DISABLED PERSONS AS SET FORTH IN TITLE 24 AND AS SPECIFICALLY REQUIRED BELOW. 1. THE INTERNATIONAL SYMBOL OF ACCE5515ILITY SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE EQUAL TO COLOR NO. 15090 IN FEDERAL STANDARD 5998. 2. LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH -TO- HEIGHT RATIO OF BETWEEN 3:5 AND 1:1 AND A STROKE WIDTH -TO- HEIGHT RATION BETWEEN 1:5 TO 1:10. 3. CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO THE VIEWING DISTANCE FROM WHICH THEY ARE TO BE READ. THE MINIMUM HEIGHT 15 MEASURED USING AN UPPER CASE X. LOWER CASE CHARACTERS ARE PERMITTED. FOR SIGNS SUSPENDED OR PROJECTED ABOVE THE FIN15H FLOOR IN COMPLIANCE WITH SECTION 11218, THE MINIMUM CHARACTER HEIGHT SHALL BE 3'. 4. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. 5. ALL NEW BUILDING SIGNAGE SHALL INCORPORATE RAISED BRAILLE DESIGNATIONS MEETING ALL ADA AND TITLE 24 REQUIREMENTS. WHEN RAISED CHARACTERS OR SYMBOLS ARE USED, THEY SHALL CONFORM TO THE FOLLOWING: a. LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED 1/32" MINIMUM AND SHALL BE SANS -SERIF UPPERCASE CHARACTERS ACCOMPAINED BY GRADE 2 BRAILLE. b. RAISED CHARACTERS OR SYMBOLS SHALL BE A MINIMUM OF 5/8' HIGH. c. PICTORIAL SYMBOL SIGNS (PICTOGRAMS) SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE BORDER DIMENSION OF THE PICTOGRAM SHALLL BE A MINIMUM OF 6' IN HEIGHT. 6. CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE SYMBOLS ARE SPECIFICALLY REQUIRED IN OTHER PORTIONS OF THESE REGULATIONS. DOTS SHALL BE 1/10' ON CENTERS IN EACH CELL WITH 2/10' SPACE BETWEEN CELLS. DOTS SHALL BE RA15ED A MINIMUM OF 1/40" ABOVE THE BACKGROUND. 1. ALL BUILDING ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY PERSONS WITH DISABILITIES AND AT EVERY MAJOR JUNCTION ALONG OR LEADING TO AN ACCESSIBLE ROUTE OF TRAVEL SHALL BE IDENTIFIED WITH A SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, TO BE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRAIN WAYS. 8. WHEN PERMANENT IDENTIFICATION 15 PROVIDED FOR ROOMS AND SPACES, RAISED LETTERS SHALL BE PROVIDED AND SHALL BE ACCOMPANIED BY BRAILLE IN CONFORMANCE WITH SECTIONS 11118.5.6 THROUGH 11175.5.63. SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT. MOUNTING HEIGHT SHALL BE 60 ABOVE THE FINISHED FLOOR TO THE CENTERLINE OF THE SIGN. MOUNTING LOCATION SHALL BE DETERMINED SO THAT A PERSON MAY APPROACH WITHIN 3' OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF THE DOOR 9. POLE SUPPORTED PEDESTRIAN TRAFFIC CONTROL BUTTONS SHALL BE IDENTIFIED WITH COLOR CODING CONSISTING OF A TEXTURED HORIZONTAL YELLOW BAND 2" IN WIDTH ENCIRCLING THE POLE,, AND A 1" WIDE DARK BORDER BAND ABOVE AND BELOW THIS YELLOW BAND. COLOR CODING SHOULD BE PLACED IMMEDIATELY ABOVE THE CONTROL BUTTON. CONTROL BUTTONS SHALL BE LOCATED NO HIGHER THAN 48" ABOVE THE SURFACE ADJACENT TO THE POLE. GENERAL 1. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE PANIC BARS OR PUSH /PULL TYPE BARS. 2. HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE NO HIGHER THAN 48 INCHES ABOVE FINISHED FLOOR PER ADA ACCESS GUIDELINES SECTION 4.13.9. 3. THE BOTTOM 10 INCHES OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING DOORS SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. 4. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8 1/2 LBS FOR EXTERIOR DOORS AND 5L55 FOR INTERIOR DOORS, SUCH PUSH OR PULL EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND ITS CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THESE STANDARDS. THE MAXIMUM EFFORT TO OPERATE FIRE DOORS MAY BE INCREASED NOT TO EXCEED 15 LBS. 5. IF AND WHEN EMERGENCY WARNING SYSTEMS ARE USED OR REQUIRED,THEY SHALL ACTIVATE A MEANS OF WARNING THE HEARING IMPAIRED. FLASHING V15UAL WARNING SHALL HAVE A FREQUENCY OF NOT MORE THAN 60 FLASHES PER MINUTE. �,y- 13� Project Amtrak Station Bakersfield, CA 1919 U tta Ma= &A Slits 300 Santa Molina, CA 90404 310.828.6876 fax 310.628.6865 tai 5 2nd Bid Submittal 6/22/99 4 Bid Submittal 3/15/99 3 Plan Check 3/3/99 2 50% Construction Documents 2/15/99 1 100% Design Development 12/18/98 No. Description Date C";- Chi >�. A RQSF �Q� ®�oS a 'I t 5 ju Scale Of CAD FBe C�` , Sheet Title GENERAL INFORMATION Date Scale Project Nkmber CAD FBe 98102 Sheet Number A1.01 (c) 1998 Rossetti Associates Architects _�• EN r' Iii! NFENFEN -1 -1 O1 'uM! I I oli :F ROS- ETTI )MRIATES ARCHITECTS wri LI atIC 7 a � VloIl i i i ALIGN W W W W W W W W W W W W W W W O �• W W W W W W W W I ATERWJETi ` W W W W W W W W W W W W W W W W V W W W W . W W W W .Y W W W W W W W 1 � — o0 ' LANDSCAPE SERVICE PATH �� I [CONCRETE ..•�"' ®CONC. PA R 113; IM Santa Monica Blvd, Sub 300 Santa Monica) CA 90404 ,mtrak tation --Y TO SIGN LAYOUT: D RESERVED PARKING D PASSENGER DROP -OFF D TAXIS PARKMG DO NOT ENTER - BUS ONLY D CITY IDENTIFIER D BOARDNG LOCATION D PASSENGER INFORMATION / TIMETABLE DISPLAY D VARIABLE MESSAGING SYSTEM (EXTERIOR) Sheet Title Enlarged Site PLan Date Scale 1/16 " -1' -0" Project Number CAD File 98102 Sheet Number A2m01 (c) 1998 Rossetti Associates Architects 5 2nd Bid Submittal 6/22/99 4 Bid Submittal 3115/99 3 Plan Check ( 3/3/99 2 50% Construction Documents 12/15/99 1 100% Design development 12118/98 No. Description Date Sheet Title Enlarged Site PLan Date Scale 1/16 " -1' -0" Project Number CAD File 98102 Sheet Number A2m01 (c) 1998 Rossetti Associates Architects r- . W W W 4 W W W W W W W r W 4 V W W W W W W W y V W 4 W W W W W W W 4 V W W W W V W W V W W V W W W W W W V V W Y W 4 V V W W W W W V W W W W W W W W V W W W V 4 W W W W V W W W W W W W W 4 V W W W W W ............ W W V„ 4 1` V W '�' V W V W W W W W V W V W„ W W O W 4 4 W W W W 4 W W 41- N ®��APEWW W W W W W 4 W W W W W 44 4WWWWW WWW W W W W W 4 W W W W W W lb W W W W WW `W`4 W W W W W 4 W W W W W W W W 4 W W W W W W W W WWW W P� „ V V W 4 W 4 v V W W 4 V W W 4 W W V„ V„ W V Y 4 V V V W W W W W W 4 W V W y W W W V W W V W W W W W W V W V V W W V W W V V W V 4 W V 4 W W W W W V W W V W W V W W W W W W W —A- I%% A I%% WW4 L! M TRUNCATED DOME CONG,PAVER t Project Amtrak Station 1919 Santa Mwoa Blvd, Sub 300 Santa Monica, CA 90404 310.828.6576 fax 310.828.6855 tel KEY TO SIGN LAYOUT: C1 RESERVED PARKING C2 PASSENGER DROP -OFF C2 TAXIS C5 (REFER TO SIGN SPECS REV-2 FOR SIGNAGE) C6 PARKING D3 DO NOT ENTER- BUS ONLY Al CITY IDENTIFIER A4 BOARDNG LOCATION A10 PASSENGER INFORMATION E TIMETABLE DISPLAY E3 VARIABLE MESSAGING SYSTEM (EXTERIOR) Bakersfield, CA 5 2nd Bid Submittal 5/22/99 4 Bid Submittal 3/15/99 3 Plan Check 3/3/99 2 50% Construction Documents 2/15/99 1 100% Design Development 12/18/98 No. Description Date AR te, e IPA (1L` i aF CAI.�Fa� -�' Sheet Title Enlarged Site PLan Date Scale 1/16" =1' -0" Project Number _ CAD Fie 98102 Sheet Number A2.02 (c) 1998 Rossetti Associates Architects VC CONcfRETE VC TRUNCATED DOME VC i ASPHALT I, c ,` 0 ,D 0 W . J BOOK MOBILE PARKING eo . y .W.W. .`. . °J . °. . -WW. JyJyJyJJW .W.y.W.y. .W. J W . . . . .✓ .. . . y. . y. . . y. . W. W � .• W J W J J J y J J J J J J J J y J J J J y J. J J . . J J . J . . . y . . . W . s • . • . W . . • W . W . . W . . W . .r • ,�- 72'-4' 63' -11 1/2' . . . . . m ASPHALT CONCRETE � � � �WWWW WW JyWyWJWJWWW .�.W. W W y W y J y W y y. .W.y.W.y.J P A R K I G JWW`JJyy �W.WWWWyJyWyJyW . . . . . C1 C1 `. W`- i1�E1=ERWTOyy•��WWW� yyyy _ — ._ -- W y y... y... "' W y y. w. y. y W y J y J y W y. W. y. . y. y. y J . y. W J y J . W J y. W J . . W W y W W. W. . .✓ W. y. J W J y. W W y. . . . . . W . yt14 `- (oJ12''"WW.`.`WJJyW`WyJy.yWyJ W �'� W . . . J . . . W . . .y J1W W .J WW .`.`.`. .`. .y. .`.". .W.J `.W.y.`.` `. .'.`. . W . .W.W.J. W JJ.�W WW.WW JJyWy . G . W . y W W . . . W . . . . . . . . . . . . . . y W y y 'Y W '�' W '� '�' W '�' y• W• 4• y• y• y• y• %%%% .•.•.•.• W........... y W . y . W W . W . . y . . . . . . W . W .y. .y. .y.�.�.y.�.+.�.W.W.�.y.�.y. . .W.W.J.�.W. .W.W.W.+.W. .�. JWJ� CON BETE SIDE ALK — - - -- - -- .W. .WJ .J. . .�. . .W.y.W- y'.J. °y' CHILDREN PLAY AREA .W.�. . . .W. . . .J.W. . .W. .�.W.W Z W . W W . . . W . W . . . . W . . . . . . . . W . W . 4 (EQUIPMENT N.I.C.) . W . . W W W J W W W .. • � Y . W W .• W • � . W • y y � W . V . y � v . W . v � v . .a J v � . � . W . � . W . W . � . � . W . W . W . W . W . W W . W W Y W W W W Y W W . . . W . . . . . . . . . W . W W . . W . W . . W V W W J . . W J W . J . y . W y . y . W . . W . . . W y . . . . . . W W . Wy W . . W . W . . .W . W . . W W . . . . .W W W . . . . . .W . . . . . . � .. J �.. . . WW . . �. .W . . .. .. .. y WW `� .. .W C R W y . .. W . W .. . W. . .... �ILL . . . W W . y. . .. . . W . y. . WW y .y . y. . .. . . `W . WW W . .y. .. . ` ' ``` . W` W .. ..y.y.y. .y.y. .y... .4. y. . . W.y. . .W.c4. . .W . .. . . . W . . . W . . . � ` . W . .. . .W `� . y. . .. `.. W . . .y. . . y. . . . `.� W . .4. . . W . . . . J . . . . . . . . . . . . . . . . . . . . ...... . . . W . W W J O . y . W . . W . . . Lk O W .W . WWW. W W . W . W . . . v . . . . . . . . . . . . . . . . . .. .W. . . . W . . . .� WW. ..`..�. °. °. y J. W `.`W '`.. LIGHT XOSED -. . . ...W'. . °°. . ..��.�`.'W.. y..W° L . .W.W. ACG TE CON � .. `�`..J.W.W.W.�.�. "'W "."... .. W. . .W. .W. .W. - 0 . y.. �`W.. `�. . W.. ".. .. .. `..'. . . .W . . " . . `..W`. .`. . .. W . .WW .`. Wy yWy`W.y.. . . y . . . . . ... J.. J. . . . . . O . .W .. .. 0 . W � W��W •y• WV O . . . . . . . . . . J .... . .. .. . . O UTA IN( 5RTy . W . . . . . . . . . . F W . . . . O S L N ...... X10 ) W .W. . . BROOM FIN. . .y.y..J..W.Wy�.W.+yWy�y�W�yW W° CONCRETE . . . . . . . . . . . . . . . . SIDEWALK — . . . . . . . . . . . . . . . . . . . . . . . . . . . . ASPHALT NEW A BOLLARD JII/ r'-I IAIAI N U 7.4 /:39 Project Amtrak Station in Santa Mocks Blvd, Sub 300 Santa Monica, CA 9M 310.828.6876 fax 310328.6885 W KEY TO SIGN LAYOUT: C 1 RESERVED PAWWS C2 PASSEW ER DROP -OFF C2 TAXIS C6 PARKING D3 WARNM - DO NOT ENTER Al CITY IDENTIFIER A4 50ARDING LOCATION A10 PASSEW3ER INFORMATION t TIMETABLE DISPLAY Bakersfield, CA 5 2nd Bid Submittal 6/22/99 4 Bid Submittal 3/15/99 3 Plan Check 3/3/99 2 ---- 1 100% Design Development 112/18/98 Sheet Number No. Description Date 7.4 /:39 Project Amtrak Station in Santa Mocks Blvd, Sub 300 Santa Monica, CA 9M 310.828.6876 fax 310328.6885 W KEY TO SIGN LAYOUT: C 1 RESERVED PAWWS C2 PASSEW ER DROP -OFF C2 TAXIS C6 PARKING D3 WARNM - DO NOT ENTER Al CITY IDENTIFIER A4 50ARDING LOCATION A10 PASSEW3ER INFORMATION t TIMETABLE DISPLAY Bakersfield, CA 5 2nd Bid Submittal 6/22/99 4 Bid Submittal 3/15/99 3 Plan Check 3/3/99 2 50% Construction Documents 2/15/99 1 100% Design Development 112/18/98 Sheet Number No. Description Date is Ot CALO, Sheet T1tle Enlarged Site PLan Date Scale 1/16 " =1' -0" Project Nunber CAD Fle 98102 Sheet Number A2.03 (c) 1998 Rossetti Associates Architects I r - - - - -- I I I I I 4' CONCRETE SLAB OVER 10 MIL PVC VAPOR BARRIER OVER 2' SAND BED Fil -- - - - - -� I I I I - - - - - -J i----------- -- . . . . . . . . --- ----- I I I I I I I �- I I I - - - - - - - - - - - - - - - - - - - - - - - J —A CONCRETE BLOCK WALL WITH *4 BARS AT 24" OC EACH WAY. SOLID GROUT ALL CELLS STORAGE BLDG. FOUNDATION PLAN SCALE: 1/4" = T -0" I I I I 8' CMU WITH *4 BARS I I AT 24' OC EACH WAY SOLID GROUT I I 2 - *4 BARS T45 4' CONC SLAB W/ 6X6 10X10 WWF I I 10 FOUNDATION DETAIL SCALE 1" T -0" METAL ROOF O/ 30 LB FELT O/ 3/4" CDX PLYWD STANDING SEAM - 16" OC A35'S 32' OC SEALANT BACKER B J� LINE OF 12' WIDE CONTINUOUS FOOTING MIN 12' BELOW NATURAL GRADE W/ 2 *4 BARS TOP AND BOTTOM (CONTINUOUS) "X WOOD BLKG YPICAL 11 SAVE DETAIL SCALE: T' m T -0" X PLATE TYP W/ 2' X 71" AB'S 32" OC ' CMU WITH *4 BARS T 24' OC EACH WAY DLID GROUT 26' -2' A STORAGE ROOF PLAN SCALE 1/4" a T -0" F �-- LINE OF ROOF SOUTH ELEVATION (STORAGE) SCALE: V4" = T -0" SPL ITF :MU TYP. STORAGE BLDG. PLAN SCALE: 114" = T -0" 3" 51=L ITI =ACED :MU TYP. U/ *4 BAR5 D24'O.C. 3 ABOVE X21 NORTH ELEVATION (STORAGE) SCALE: 1/4" = T -0" EAST ELEVATION (STORAGE) cr"ei l=- lid" _ I'-n" SECTION A -A THRU STORAGE SCALE: 1/4' - T -0" WEST ELEVATION (STORAGE) �� SCALE: 1/4" = T -0' SECTION B -B THRU STORAGE SCALE: 1/4" = T -0" Project !Amtrak Station Bakersfield, CA 1519 Santa MOW Blvd, & to 300 Santa Mowk CA 50404 310.828.6876 fax 310.828.6885 tel 5 2nd Bid Submittal 6/22/99 4 Bid Submittal 3/15/99 3 Plan Check 3/3/99 2 50% Construction Documents 2/15/99 1 100% Design Development 12/18/98 No. Description Date , k R�1 CAL��� Sheet Title Storage / Electrical Building Date Scale As Noted Project Number CAD Re 98102 Sheet Number 2.10 (c) 1998 Rossetti Asaodatea Architects ROUNDED CONCRETE CAP STEEL HOOK WELDED TO PIPE 6' STEEL PIPE 1/4' THICK FILLED W/ CONCRETE PAINTED TO MATCH ZINC 1/4" O.D. GALV. CHAIN CONCRETE WALKWAY 16 PIPE GUARD DETAIL SCALE: 1 " =1' -0" BENT GALV. STEEL PIPE 2 5/8' O.D. NOTE: USE RIBBON RACK BY BRANDIR INTERNATIONAL, INC. MODEL* RBII, INGROUND ANCHOR MOUNT, GALVANIZED FINISH. aLL UNITS MADE FROM ASTM A53 SCHEDULE 40 STEEL PIPE 9 5/8' (23-(5" OD X.154 WALL), HYDRAULICALLT BENT WITH A MANDRIL, HOT- DIPPED GALVANIZED AFTER FABRICATION. GROUND LEVEL a < ° a ° � a .e °: ° • w n d d ° a d e a' INGROUND ° ° ANCHOR MOUNT a° A° d <d Z5/' 1s BIKE RAIL DETAIL SCALE: I' -T -0" FC -11 COL SEALANT GROUND SLEEVE SAND CONCRETI WEDGES BASE PLATE 10' D IA. X 12' DEEP CONCRETE FOOTING 3' -0' DIA 14 FLAGPOLE BASE DETAIL SCALE: 1" =1' -0" 40' TALL POLE WITH 8' DIAMETER AND 12' SLEEVE DIAMETER 12 "X12'X2' TEXTURED — YELLOW CONCRETE PAVER (TWO IRO ) .: a ° ° a I I i I 11-1111-11 1 I I a I I SANDBED PLATFORh -1 REFER TO STRUCTURAL v a : Q a d a Q' a A. ° a a d a d a a e 1 o SE=CTION e TfRA IN i=LATFOf;R1"I SCALE: 1 1/2" = 1' -0" COLOREL GONG. G BUS BA 11 "*N SE C;TION 0 BUS LOADING SCALE: 1 1/2' = P -m" COLORED TS 12' X 12" COLORED CONCRETE STEEL CONCRETE VOLUMN PAINTED ° a a ° ° _ ,a d a 4 n e Q a n d Q .a �, m a d� a ._a� G ° a a d e a e l la e a Q e° e SEE STRUCTURAL FOR FOUNDATION 13 SE=CTION oa CANOi=Y COLUI"IN SCALE: 1 1/2" SS­TURAL TRELLIS COLUMN COLORED CONCRETE 4 FLAN DETAIL e TRELLIS COLU"IN - SCALE: 1 1/2" = 1' -01" X a d a a. e v C d a )O -Y O 0'0 iQ o QOQOo QS QB ° d Q YOO a a ��Q a ° ° d ae a ° `b e 44 a ; °, a Q ° . JREFER TO STRUCTURAL FOR FOOTING DIMS. d a e a° 5 SECTION '@ TI<'E=LL IS COLU1"IN E3,45E: SCALE: 1 1/2" = 1' -01" 5' COLOF CONIC. SLAB W/ N BARS 9 11 CONCRETE 8 SE: CT I ON '@ CONCRETE E= D(2;E: SCALE: 1 1/2" = 1' -!a" -- - - - -` 9 ISECTION e CIfRCULAfR TfREE WELL SCALE: 1 1/2" = P -0" CONCIe RING 1 FOUNTAIN i=LAN SCALE: 1/4" = 11-011 1" FIBER OPTIC TUBE RING Sri► �Ijjj� )SAIC GLASS MOSAIC CONCRETE RING TILE �— /SEAT BENCH GLASS MOSAIC TILE VERTICAL OUTER RING 2 SE GT I ON A- A e FOUNTAIN SCALE: 1/4" = 1' -0" NOTES: FOUNTAIN TO 5E= ,ADD AL- fiEf;RNATE= 1' DIA FIBER OPTIC LIGHTING AS FOLLOWS: 'POWERTRAC' MODEL, 150 WATT METAL HALIDE ILLUMINATOR, 120 v, 400 KELVIN, HARNESS -READ) STANDARD 4 -PART COLOR WHEEL, SYNCHRONIZEI MASTER AND SLAVE AS MANUFACTURED BY 'LUMENYTE' , IRVINE, CA. 949 - 829 -5200 INSTALLATION SHALL BE PER MFGR'S SPEC. FOR UNDERWATER INSTALLATIONS. ° d d 43" 4 ° d d ° 4 � 4 nE GLASS MOSAIC TILES d d a ° [II d d ° d d a GLASS MOSAIC TILES 6' 3 ENLAfiRGE:D FOUNTAIN SCALE: 1 1/2" = 1' -0" V" y - 13 3 Project Amtrak Station Bakersfield, CA �7\ 1919 Santa Marna B14 We 300 Santa Monica, CA 90404 310.828.6876 fax 310.828.6865 tel i i 4 2nd Bid Submittal 6/22/99 3 Bid Submittal 3/15/99 2 Plan Check 3/3/99 1 100% Design Development 12/18/98 No. Description Date REN I �f \F 01' C A�e� Sheet Title Fountain Details/ Site Details Date Scale As Noted Project Number CAD Fie 98102 Sheet Number Al2mll (c) 1998 Rossetti Associates Architects F 1/A4.0(0 ;— I 1 121 -m' NOTE: FLOORING MATERIAL ALTERNATE BETUJEEN THE F RESINOUS FLOORING TYPE I OR TERRAZZO TYPE I R1= 'SIIr1nt1S �I nn�INrz tYPI= I WrAM 1110 I VE 17i ^I y -- If ® INDICATES ILLUMINATED EXIT SIGNS CLERESTORY PLAN 1111 / I 167x\ 1 GROUND LEVEL PLAN SCALE 1/8" = 1' -0" I 1/A4,05 I 16 17 18 5) 4'-10' 3S'-10 1/2' 120 21 DOWNSPOUT II INSIDE WALL �. L/. P 3 Project Amtrak Station Bakersfield, CA 1919 Santa Morita Blvd, & to 300 Santa Morita, CA 90404 310.828.6676 fax 310.828.6885 tel s t� REN qTF 01 C Sheet Title Ground Level Floor Plan Date Scale 1/8 " =1' -0" Project Number CAD Fie 98102 dvv Sheet Number A3.00 (c) 1998 Rossetti Associates Architects 5 2nd Bid Submittal 6/22/99 4 Bid Submittal 3/15/99 3 Plan Check 3/3/99 2 50% Construction Documents 2/15/99 1 100% Design Development 12/18/98 No. Description Date s t� REN qTF 01 C Sheet Title Ground Level Floor Plan Date Scale 1/8 " =1' -0" Project Number CAD Fie 98102 dvv Sheet Number A3.00 (c) 1998 Rossetti Associates Architects 1 ROOF PLAN SCALE: 1/8" - 1' -0" UG DOUN5POUT WITHIN COLUMN �Lj- /:38 Project Amtrak Station IM Santa Monica Blvd, Shits 300 Santa Monica, CA 90404 310.628.6876 fax 310.628.6865 tel Bakersfield, CA I 5 2nd Bid Submittal 6/22/99 4 Bid Submittal 3/15/99 3 Plan Check 3/3/99 2 50% Construction Documents 2/15/99 1 100% Design Development 12/18/98 No. 1 Description Date 5�15 j F 0 C AL\� Sheet T tie Roof Plan Date Scale 1/8" =1' -0" Project Number CAD Flee 98102 Am- 3 -01.d Sheet Number A3.01 (c) 11998 Rossetti Associates Architects 5/8" TYPE "X GYPSUM E31D. 1/2" ALUMINUM CHANNEL TRII TYP_ TRIM @ BASE AND WALL SCALE 3" =1' -0" 1 2 3 C r-- 7 1 F 1 r rG_ (4 CORRIDOR SIDE BREAK ROOM 5/8" TYPE "X' 6" METAL GYPSUM BD. STUD FRAMING 6 TERRAZZO BASE CONC CURB RADIU5=1" - a• 6' 5 TERRAZZO COVE BASE @ FIRE RATED CORRIDOR SCALE 1 1/2 " =T -0" CORRIDOR SIDE ROOM SIDE 5/8" TYPE "X" �" METAL BD_ STUD FRAMING TERRAllO BASE GONG CURB RADIUS =1" � • :ice -d • p RUBBER BASE .e 6' 4 TERRAZZO COVE BASE @ FIRE RATED CORRIDOR SCALE 1 1/2 " =1' -0" TERRAZZO DETAILS APPLY IF TERRAZZO MATERIAL IS ACCEPTED AS THE SELECTIVE ALTERNATE WATER RESISTANT GYP. BD. 1116" ZINC THINSET 6" METAL DIVIDER CERAMIC STUD STRIP TYP. TILE FRAMING 3/8" THINSEt TERRAZZO COVE BA FLOOR FLOORING TYP. 'i. ' y . -' GONG SLAV CONCRETE - �� - °• �'�.. • � . , SLAB :;...::' ., :. ... � 1 TYPICAL TERRAZZO FLOOR DETAIL V )SCALE 1 V2 " =1' -0" 13 TILE COVE BASE @ RESTROOM L. )SCALE 1 V2 " =T-0" 4 5 6 7 8 9 11 3. 5 � � � � 21 zis'-m im NOTE: CONTROL JOINTS IN CONCRETE FLOOR SHALL FOLLOW THE PATTERN OF THE FINISH FLOORING MATERIAL 1 FLOOR PATTERN PLAN SCALE: V8" = T -0" 20'-V [4--0' 5.5 16 CERAMIC TILE TYPE 2 - 40' -5 1/2" 17 17.9 18 19 21 `1, Y /_33 Project !� Amtrak Station Bakersfield, CA 1919 Santa Monica Blvd, Siite 300 Santa Monica, CA 90404 310.828.6876 fax 310.828.6885 tel 5 2nd Bid Submittal 6/22/99 4 Bid Submittal 48' 3 Plan Check ' -0" 12' -0" 4' -0 4' -0' 2/15/99 40' -51/2° 100% Design Development 12/18/98 No. Description Date RESINOUS FLOORING TYPE I RESINOUS, FLOORING TYPE I OR TERRAZZO TYPE I OR TERRAZZO TYPE I NOTE: FL CORING MATERIAL IS t0 BE A SELE LIVE RESI OUS FLOOR Ty P I ALTERNA E BETWEEN THE F LLO�JING B RESINOUS FLOORING TYPE I -• �'. • .. • ® OR TERRAZZO TYPE I oFD q RESINOUS FLOORING TYPE G PE I '.= — OFFICE M OFF OR TERRAZZO TYPE II :o . - •. > :� EE ° -T01 L 10 10 l - r8;4K . fi�001'�i _ :' ELECT. 0. ' .. _. ..,. 104 .. .. - T L. - - - 105 0 - .... T1 D R' Z. . 110 ' - CxAS - - . , 4 METER E ER t t. 4 I TRAIN I OFFICE SU I PPL ES . - F-1 - 111 0 112 I I :� _ TOo LE �—CE • .. CONTROL J I O O NTS R L - ' 161' -0: ., : 6i -: • �.; • _ .. . TYPICAL ... uj •�,• - VC ' N' • c+li "AG" E .1. , ... �1 1 -• Af� IN- Cs R O - .N- TI 11 4 _ AN I DL G �r �•. _ •L' 0 0 _ 113 m- ?61 ., : - _ o-. :<. y - 61 4'_0• L-�L .* - - H. NOTE: CONTROL JOINTS IN CONCRETE FLOOR SHALL FOLLOW THE PATTERN OF THE FINISH FLOORING MATERIAL 1 FLOOR PATTERN PLAN SCALE: V8" = T -0" 20'-V [4--0' 5.5 16 CERAMIC TILE TYPE 2 - 40' -5 1/2" 17 17.9 18 19 21 `1, Y /_33 Project !� Amtrak Station Bakersfield, CA 1919 Santa Monica Blvd, Siite 300 Santa Monica, CA 90404 310.828.6876 fax 310.828.6885 tel 5 2nd Bid Submittal 6/22/99 4 Bid Submittal 3/15/99 3 Plan Check 3/3/99 2 50% Construction Documents 2/15/99 1 100% Design Development 12/18/98 No. Description Date AHC A. Rp r REN 1 jj„?he /o �lF Or CA Sheet Title Ground Level Floor Pattern Plan Date Scale 1/8 " -1' -0" Project N uffilm CAD He 98102 Sheet Wmber A3.02 (c) 1998 Rossetti Associates Architects 26' -2' 33' -0' SAND STONE VENEERS I I" I �~ r� � (OUTSIDE FACES ONLY) GATE 3 A4.01 3 EAST W,4LL ELEVATION SCALE: I/V = 1' -m° GUTT MET, W/ 19 SEAI META FASC META SOFF W/ 16 HORI SEAL' PIPE BEY C D 11-41 METAL PANEL W/ 16' O.C. ♦.0 lnt l/- Ai ct AN4& F G W/ SEAMS TO MATCH HORIZONTAL STONE MODULE 2 WE 5T ELEVATION 4.00 SCALE: 1 /5 " = 11011 -2' 33' -0' 1 E45T ELEVATION SCALE: 1 /8" = 1' -011 �-V- / 38 Project Amtrak Station Bakersfield, CA 19'19 Santa Mown W4 Sure 300 Sarrta Moires, CA 90404 310.828.6576 fax 310.828.6885 tel ARC 515 RE 0'C Sheet Title BUILDING ELEVATIONS Date scale 1/8 " -1' -0" Project Nimber CAD File 98102 dw Sheet Nunber A4n00 (c) 1998 Rossetti Associates Architects 5 2nd Bid Submittal 6/22/99 4 i Bid Submittal 13/15/99 3 Plan Check 313199 2 50% Construction Documents 2/15/99 1 100 %. Design Development (12/18/98 No. Description Date ARC 515 RE 0'C Sheet Title BUILDING ELEVATIONS Date scale 1/8 " -1' -0" Project Nimber CAD File 98102 dw Sheet Nunber A4n00 (c) 1998 Rossetti Associates Architects 2.5 it �I II Ili 5.5 16 X77) — 18 Q Q 22 12 GA PERFORATED METAL, GALV E PAINT BY 'DIAMOND PERFORATED METALS, INC.' PATTERN 770C' , °- , "" ^' " ' ' ^' PAINTED 8' C.M.U. WALL, 2'X4' PAINTEC BOLTED TO W, HEAVY DUTY 1 3 PER LEAF) 2'X2' TUBE STE PAINTED SANDSTONE 3 1" CETAL GATE #1 *2 DETAILS SCALE: 11/2" = 1' -011 PARTIAL PLAN 2 1 CJ 1.1 I H =L= V I I I CJIN DOO DOOR SCALE: 1 /5" = 1' -0" 1/4' THICK X 1 1/2' WIDE PAINTED STEEL BAR WELDED AND GROUND SMOOTH TO FOLLOW EDGE OF PEW. METAL 12 GA PERFORATED METAL, GALV k PAINT BY 'DIAMOND PERFORATED METALS, INC." PATTERN 0500- 681 -1, 1/2' DIA HOLE PAINTED 8' C.M.U. WALL BEYOND 2 "X4' PAINTED TUBE STEEL 1 BOLTED TO WALL 2"X2' TUBE STEEL FRAME PAINTED WELDED MITERED CORNERS TYP. GROUND SMOOTH ih FINISHED GRADE PARTIAL GATE ELEVATION PARTIAL SECTION A -A 22 21 20 18 17 16 5. 3.5 11 9 8 7 6 5 4 3 � Q I I SKYLIGHT TYP. , BY CITY, INSTALLED BY �~ NEON BACKLIGHTING �^ �^ t CONTRACTOR. PROVIDE BACKING 1 ��� ELEVATION �� AS REQUIRED — 138 Project Amtrak Station Bakersfield, CA 19i9 Santa Morita Blvd, Suite 300 Santa Morita, CA 90404 310.828.6876 fax 310.828.6685 tel 5 2nd Bid Submittal 6/22/99 4 Bid Submittal 3/15/99 3 Plan Check 3 /3/99 2 50% Construction Documents 2/15/99 1 100% Design Development 12/18/98 No. Description Date i REN 3 0 JA Ot CA`�F ®@; Sheet Title BUILDING ELEVATION Date Scale 1/8" =1' -0" Project Number CAD He 98102 dw Sheet Number A4.01 (c) 1998 Rossetti Associates Architects -- - - - IV W AM ur IHID MAM, Q%ot%LC: 110 I - 1 —U A I I IC c� A h." BUILDING SECTION 4 SCALE: 1/8' - T -0' ■ _. _.. TOP OF CURB TOP OF ROOF 1 /4 "X8 "X2 "X2" GALV. STL BENT fE AT 48' Or- 3/6' X 2" GALV STL STRINGER 1/2" DIA GALV STL RUNGS AT 12" OC PLAN ADDER DETAIL UDDER DETAIL 3OXED 16 GA ,TUDS ACE OF WALL /8' X 2' GALV STL ,TRINGER .y- Project Amtrak Station Bakersfield, CA 1919 Santa Monica Blvd, Suite 300 Santa Monica, CA 9004 310.528.6376 fax 310b28.610 ten 5 2nd Bid Submittal 6/22/99 4 Bid Submittal 3/15/99 3 Plan Check 3/3/99 2 50% Construction Documents 2/15/99 1 100% Design Development 12/18/98 No. I Description Date - ,a �,• �� . P 015 )14 1C \i; Sheet Tltle Building Sections Date scale 1/8" =1' -0" Project Nunt r CAD Fie 98102 dw Sheet wwiw 4.O5 (c) 1998 Rossetti Associates Architects F F BUILDING SECTION SCALE: V8" - T -0" Jf'il`U./�J I VIVG TYPICAL 2 BUILDING SECTION SCALE: V8" m T -0" 13 Project Amtrak Station Bakersfield, CA 1919 Santa Malice Blvd, Slits 300 Santa Monica, CA 90404 310.828.6876 fax 310.828.6865 tel €� AP.0 / x "f iR s cP 515 IPt.1 r, Sheet Title Building Sections Date scale 1/8 " =1' -0" Project Nunber CAD Fie 98102 dvv sheet Nunber 4.06 (c) 1998 Rossetti Associates Archltecte 5 2nd Bid Submittal 6/22/99 4 Bid Submittal 3/15/99 3 Plan Check 3/3/99 2 50% Construction Documents 2/15/99 1 100% Design Development 12/18/98 No. Description Date €� AP.0 / x "f iR s cP 515 IPt.1 r, Sheet Title Building Sections Date scale 1/8 " =1' -0" Project Nunber CAD Fie 98102 dvv sheet Nunber 4.06 (c) 1998 Rossetti Associates Archltecte 6' METAL STUD al 6 � :NUM PLENU z M - w i TEL. CORRIDOR CO :'RIB ®� SECT. /ELEV. SA L 3/4' (HEAD DIA.) ALLEN HEAD STAINLESS STEEL BOLT I14' CHAP BETWEEN LAMINATED SHEETS TYPICAL 7 f=AfRTIAL TICKETING WALL ELEVATION SCALE: 1 1/2" = 1' -0" 6' META STUD FRAMING 8 , 1/2' MDF PANEL WITH MAPLE PLASTIC LAMINATE (TYPE 1) 3/4' (HEAD DIA.) ALLEN HEAD STAINLESS STEEL BOLT SECURED TO PLYWOOD W/ EPDXY ADHESIVE 1/4' GAP BETWEEN LAMINATED SHEETS 3/4' PLYWOOD BACKING PAINTED BLACK SECTION e TIC<ETING WALL SCALE: 1 1/2" = 1' -0" CORRIDOR 12' -0' AFF z 'E "X' 8 FRONT ELEVATION r D FFU5ERe CORRIDOR EXTERIOR MECHANICAL WELL FLASHING SEALANT W/ BACKER ROD SLOPED SANDSTONE SILL SANDSTONE 6' METAL STUD � LOU��i�' SECTION Tai=. SCALD: N 8 PLENUM w d as Scale ®'A a`;� IL Project NUrd er CAD Fie 98102 dw Sheet to nber A4.07 (c) 1998 Rossetti Associates Architects FRONT ELEVATION r D FFU5ERe CORRIDOR EXTERIOR MECHANICAL WELL FLASHING SEALANT W/ BACKER ROD SLOPED SANDSTONE SILL SANDSTONE 6' METAL STUD � LOU��i�' SECTION Tai=. SCALD: N 8 PLENUM 1/4' TRANSLUCENT GLASS WIND(DW SKYLIGHT W/ 1' INSULATING GLOSS MAPLE PLAS. LAM (TYPE I) WALL PANELS O/ 1/2 "MDF BOARD TYP. W/ 3/4' HEAD D IA. ALLEN HEAD BOLTS REFER TO SHEET A 1090 FOR SIGNAGE GUTTER 6 02 OPP. HAD 3 �I�IL�INC� SECTION SCALD: 1/8 = 1 -m Project Amtrak on't' Station Bakersfield, CA 1919 Santa Monica Blvd, Slice 300 Santa Monica, CA 90404 310.828.6876 fax 310.828.6885 tel Building Sections as Scale ®'A a`;� IL Project NUrd er CAD Fie 98102 dw Sheet to nber A4.07 (c) 1998 Rossetti Associates Architects �i 5 i SiO�f��S �li y e s�s llllllllllll. PAP _ REFER ,_ DIM C�T I �ON� 'LD /I � �? s o 1/4' TRANSLUCENT GLASS WIND(DW SKYLIGHT W/ 1' INSULATING GLOSS MAPLE PLAS. LAM (TYPE I) WALL PANELS O/ 1/2 "MDF BOARD TYP. W/ 3/4' HEAD D IA. ALLEN HEAD BOLTS REFER TO SHEET A 1090 FOR SIGNAGE GUTTER 6 02 OPP. HAD 3 �I�IL�INC� SECTION SCALD: 1/8 = 1 -m Project Amtrak on't' Station Bakersfield, CA 1919 Santa Monica Blvd, Slice 300 Santa Monica, CA 90404 310.828.6876 fax 310.828.6885 tel ARC - R..ROSu =� >, F Jr Of C A0 Sheet Title Building Sections Date Scale 1/8 "=1' -0" Project NUrd er CAD Fie 98102 dw Sheet to nber A4.07 (c) 1998 Rossetti Associates Architects 5 2nd Bid Submittal 6/22/99 4 Bid Submittal 3/15/99 3 Plan Check 3/3/99 2 50% Construction Documents 2/15/99 1 100% Design Developmert 12/18/98 No. I Description Date ARC - R..ROSu =� >, F Jr Of C A0 Sheet Title Building Sections Date Scale 1/8 "=1' -0" Project NUrd er CAD Fie 98102 dw Sheet to nber A4.07 (c) 1998 Rossetti Associates Architects TOP OF PARAPET F----- - - - - -- Project Amtrak Station Bakersfield, CA 1919 Santa Monica Blvd, Slits 300 Santa Marta, CA 90404 310.628.6676 fax 310.828.6885 tel KR C.), F 15 EF Sheet Title Wall Sections Date scale 1/2 " =1' -0" Project Nunber CAD He 98102 dw Sheet tAwkw A4.08 (c) 1998 Rossetti Associates Architects 5 2nd Bid Submittal 6/22/99 4 Bid Submittal 3/15/99 3 Plan Check 3/3/99 2 50% Construction Documents 2/15/99 1 100% Design Development 12/18/98 No. Description Date KR C.), F 15 EF Sheet Title Wall Sections Date scale 1/2 " =1' -0" Project Nunber CAD He 98102 dw Sheet tAwkw A4.08 (c) 1998 Rossetti Associates Architects e I I MORTAR CAP AT COLUMNS TYP. e NOTE: SPLIT FACED C.M.U. COLUMN COVER TO 5E ADD ALTERNATE PROVIDE 8' WIDE X 15- DEEP CONC F=TG WITH "4 5AR5 T45 2 6 CANOfi=*I' SECTION ADD AL.TEFNATE SCALE: 1 /8" = V-00 2' -8' NOTE: SPLIT FACED C.M.U. COLUMN COVER TO 5E ADD ALTERNATE PLAN e CANCFO - COLUt -IN ADD ALTERNATE 6CALE: 1 1/2" = 1' -0" e I NORTH PEDESTRIAN CANOPY PENDANT LIGHT FIXTURE PANELIZED METAL ROOF= AT 36' OC — NOTE: EXPOSED STRUCTURE SHALL 5E PAINTED WITH A POLYURETHANE --- I 'i 1 -i.- AT 36' OC %� r— 5 /* - -TUBE STEEL COLUMN / NORTH PEDESTRIAN CANOPY II 0 m ;& 8 L1j L— 6 3 CANOPY S CT I ON — J SCALE: 1 /8" = 1' -0" SOUTH PEDESTRIAN CANOPY 'APT I AL CANOPY fROOF FLAN SCALE: 1 /8" = 1' -0" 3 SOUTH PEDESTRIAN CANOPY PAfRTIAL CANOP�' PLAN SCALE: 1/8" = 1' -0" `I 4 133 Project 'Amtrak Station Bakersfield, CA 19'19 Santa Monica Sled, We 300 Santa Monica, CA 90404 310.528.6876 fax 310.828.6585 tel 5 2nd Bid Submittal 6/22/99 4 / 3/15/99 3 Plan Check 313199 / 50% Construction Documents 2/15/99 1 100% Design Development 12/18/98 / No. Description Date / / / /* - -TUBE STEEL COLUMN / NORTH PEDESTRIAN CANOPY II 0 m ;& 8 L1j L— 6 3 CANOPY S CT I ON — J SCALE: 1 /8" = 1' -0" SOUTH PEDESTRIAN CANOPY 'APT I AL CANOPY fROOF FLAN SCALE: 1 /8" = 1' -0" 3 SOUTH PEDESTRIAN CANOPY PAfRTIAL CANOP�' PLAN SCALE: 1/8" = 1' -0" `I 4 133 Project 'Amtrak Station Bakersfield, CA 19'19 Santa Monica Sled, We 300 Santa Monica, CA 90404 310.528.6876 fax 310.828.6585 tel 5 2nd Bid Submittal 6/22/99 4 Bid Submittal 3/15/99 3 Plan Check 313199 2 50% Construction Documents 2/15/99 1 100% Design Development 12/18/98 A4w10 No. Description Date A a Ch G� C AL \iQ Sheet TWO Sections Date scale 1/8" -1' -0" Project Number CAD Fie 98102 dw sheet Number - A4w10 (c) 1998 Rossetti Associates Architects ALUM FRAMED SKYLIGHT W/ I' CLEAR INSULATED GLASS . 7 _ A5.0 - - - ROOF SYSTEM METAL STANDING SEAM OVER 30 LB FELT , i OVER RIGID INSULATION W/ VAPOR BARIER UNDERSIDE TYPICAL OVER METAL DECK 0 �. _ _ -ro X 14 STL CONT TUBE OR BUILT -UP 1/4" PLATE SADDLE EACH SIDE OF SKYLIGHT WELD AT EACH ROOF BEAM, BOTH SIDES 3 DETAIL SCALE: 3/4" = 1' -0" ST�..ir .. Ae1 3/4 CEMENT O/ TEM W/ MEMBRANE BD. TYPICAL / M W/ MEMBRANE ). TYPICAL ALUM AIL REVEAL rER -ING ID ING BLY W/ � -- --------- - - - - -- / �Q \ I,' �- `k LIGHT COVE 4 DETAIL SCALE: 314" = 1' -0" EPDXY SYSTEM W/ WATERPROOF MEMBRANE CEMENT BOARD CAULK W/ BACKER ROD 3/4' REVEAL CEMENT O/ META PARAPET 1 1/2' 6' INTERIOR EXTERIOR CEMENT BD 6" -16GA, MET STUD CS"ANOSTOME O/ WATRPRF MEMBRR INTERIOR FIN p SEE SCHEDULE ° CONCRETE CURB p 2' TYP. BASE 1'STEM AND ING SEAM B FELT D INSULATION BARIER UNDERSIDE )VER METAL DECK MEMBRANE EPDXY SYSTEM CEMENT BD TYP. SILL EPDX Y SYST?M W/ WATERPROOF MEMBRANE 1/2" CEMENTITIOUS BOARD SANDSTONE MEMBRANE EPDXY SYSTEM CEMENT BD 1 /8' JOINT TYPICAL / GROU7ERED JOINT TYP TYP. SOFFIT s M P CORNER DETAILS LE: 1 1/2" = 1'-0" SAN�5TTONE O/ EPDXY SYSTEM W/ AT��BO//2pM MEMBRANE SANDSTONE O/ EPDXY SYSTEM W/ WATERPROOF MEMBRANE O/ 1/2" GEM. BD. TYPICAL :H DIFFUSER -' EE 1.14 DWI SS DRYWALL CEILING MIRROR TYP F i CORIAN TOP — 5' SPLASH AND 5' APRON i L FIN. SEE SCHEDULE S' COVED BASE — CERAMIC TILE - a a 2 DETAIL SCALE: 3/4" = 1' -0" DUCT SPACE a o a a EXTERIOR PLAN DETAILS 7 TYPICAL CORNERS SCALE: 1 1/2" ROOF SYSTEM METAL STANDING SEAM OVER 30 LB FELT OVER RIGID INSULATION W/ VAPOR BARRIER UNDERSIDE TYPICAL OVER METAL DECK SANDSTONE O/ EPDXY SYSTEM W/ WATERPROOF MEMBRANE 1/2' CEMENTITIOUS BOARD /--SANDSTONE SYSTEM BD GUT 4ERED JOINT TYP 1 DETAIL SCALE: 314" = 1' -0" BASE C' y' 13Y Project Amtrak 1'* Station Bakersfield, CA 1519 Santa Mm Blvd, We 300 $ante hime, CA 90404 310.628.6676 fax 314.628.6685 tel 5 2nd Bid Submittal 6/22/99 4 Bid Submittal 3/15/99 3 Plan Check 3/3/99 2 50% Construction Documents 2/15/99 1 100% Design Development 12/18/98' No. Description Date - D Al Sheet Title Details Date Scale AS NOTED Project Number CAD Fie 98102 dw sheet Number A5.00 (c) 1998 Rossetti Associates Ardttects ANGLED F DOWN 5FO 0 D vT 2 00 ❑o PIPE BELOW DOWNSPOUT CUVE1� ME W/1 "O.C. e 9/A5.01 9/A5.01 S z D u, 0 SL 14'-10 1/2" WA5.01 1/A r— — I I I I I I r O 0 M z 8/45.01 1/A5.01 ur� u 0 6 /45.01 4 f',41RT1 AL ELEVATIONeCANO SCALE: 1/4" = 1' -0" NORTH u PIPE SUPPORT (O/A5.01 W02 ,Y co \ r \ m \ LINE OF SOFFIT ,@ UNDERSIDE CANOF"'1 fROOF FL ,4N SCALE: 114" = 1' -0" 1 J� } �c PIPE SUPPORT e di 4 3/45.01 f'AFTIAL= ELEVATIONeC,4N0f='-'r- SCALE: 1/4" = 1' -0" WEST J CANOF-i- SECTION 6 CANOE' -I' SECTION SCALE: 1/4" = 1' -011 — SCALE: 1/4" = 1' -m" FAfRT I AL E A5T E L E VAT I ON SCALE: 1/4" = P -m" 3 CANOF� SECTION SCALE: 114" = 1' -0" IN- FIT IT W/ Project Amtrak Station Bakersfield, CA 1919 Santa Marta Blvd, Suite 300 Santa Moats, CA 90404 310.828.6876 fax 310.828.6885 tel 5 2nd Bid Submittal 6/22/99 4 Bid Submittal 3/15/99 3 Plan Check 3/3/99 2 50% Construction Documents 2/15/99 1 100% Design Development 12/18/98 No. Description Date �p ARC,. KOy -f n,to tr� de4iop C lr 66/ of C NO Sheet Tltie ENTRY CANOPY DETAILS Date Scale 1/4 " =1' -0" Project Number CAD Sle 98102 Sheet Number A5.01 (c) 1998 Rossetti Associates Architects 3" DIA. MTL PIPE WELDED CAP ALL AROUND 3 1/2' DIA. METAL SLEEVE 12 METAL ROOFING TO WRAP AROUND SLEEVE MTL PLATE WELD CONNECTION TO BEAM STRUCTURAL BEAM PIPE CONNECT TO CANOPY SCALE: 1 1/2" = 1' -0" 3 1/2" DIA. METAL SLEEVE WELD CONNECT TO PLATE AND COLUMN 3" DIA. MTL PIPE STONE FACIA i TONE FACIA FACE OF COLUMN PIPE CONNECT TO WALL SCALE: 1 1/2" = 1' -0" SIDE FLASHING TO WALL W/ RENDERING AND WEDGED -IN CAPPING STRIP AGAINST STONE VALLEY FLASHING UNDER GALV. CLIP HOOK OVER WATERPROOF MEMBRANE 1/4' BENT PLATE CONNECTION d o � Z � z U � �o U SIDE FLASHING TO WALL SCALE: 3" = 1'-0" 1/4' BENT PLATE SUPPORT HOOK METAL FOR DRIP W/ GALV CLEAT AGAINST STONE FACIA W/ 3/4' MIN AIR VENT FACE OF STONE BOTTOM OF CANOPY SCALE: 3" = 1' -0" SKYLIGHT 16 GA. MET FRAMING C NOOK MET OVER SKY W/ DRIP O' METAL FLT DOUBLE S METAL S METAL F. FOLD TC CONTINUA GUTTER METAL S STRUCTU TO SUPF VENTED OVER G, � g 1 DETAIL @SKYLIGHT SCALE: 3" = 1' -0" @ VAULTED ROOF .S REQ'D IETAL NOOK END V. CLIP KICK FOR STOP IIN AIR VENT TYP.) METAL FLASHING .E STANDING TYP. STEEL TUBE CUT )ELD TO ROOF 3 � 71 HIP DETAIL @SKYLIGHT SCALE: 3" = 1' -0" '"'_* ^' PANEL W/ GALV. CLIP FOR )M OF PANEL (CONTINUOUS) GALV. CLEAT FOR GUTTER WATERPROOF MEM 3/4" PLYWOOD E METAL DECK GUTTER @ VAULTED ROOF SCALE: 3" = 1' -0" "IET PANEL W/ G, BOTTOM OF PAN; OVER GALV. CLI1 VALLEY FLASHIN OVER WATERPRC OVER 3/4" PLYU OVER METAL DE 5 DETAIL @ VALLEY SCALE: 3" = 1' -0" BENT 3/6' PLATE TS 10x4x3/5 NOOK METAL W/ GALV CLEAT TO PROVIDE DRIP 3/4' MIN AIR VEIL METAL FRAMING TYPICAL METAL FASCIA U SLIDER JOINT FRAMING TYP =FIT CONDITIONS METAL FOR DRIP LV CLEAT AGAINST STONE _ FASCIA W/ FLAT R JOINT # SIMPLE LOCK 4 DETAIL @ CANOPY SCALE: 3" = 1' -0" 'ANEL W/ GALV. CLEAT 4TERPROOF MEM. '4' PLYWOOD IETAL DECK END AND FOLD OVER LLD TO PROVIDE DRIP ETAL W/ GALV. CLEAT LOCK SEAM 1RAL BEAM .U/ DRIP :ALv. CLEAT Al , f CLEAT TYPICAL RIDGE /HIP DETAIL SCALE: 3" = 1' -0" IETAL PANEL W/ GALV. CL OR TOP OF PANEL OVER VER 30 LB FELT VER RIGID INSULATION W/ APOR BARRIER UNDERSII IGID INSULATION NAND ING SEAM NOOK METAL FLASHING W/- GALV. CLEAT W/ MIN. 3/4' AIR EXIT OPENING FACE OF CIURTAIN WALL FRA E 2 SOFFIT @ CURTAIN WALL SCALE: 3" = 1' -0" 1 DETAIL @ GUTTER SCALE: 3" = 1' -0" METAL SOFFIT PANELS WITH BUTT SEAM JOINTS METAL PANEL OVER OVER 30 LB FELT OVER RIGID INSUL W/ VAPOR BARRIER UNDERSIDE TYP MAIN ROOF CONTINUOUS GALV. CLEAT METAL FLASHING TIE STRAP METAL GUTTER METAL FASCIA W/ FLAT SIMPLE LOCK SEAM Project Amtrak Station Bakersfield, CA 1919 Santa Mmca Blvd, Su to 300 Santa Marta, CA 90404 310.828.6876 fax 310.628.6685 tel 2 2nd Bid Submittal 6/22/99 1 Bid Submittal 03/15/99 No. Description Date ARC`° - "C - r JAS p,.ROSg�r Shoot Me METAL ROOF DETAILS Date Scale 3 " =1' -0" Project Number CAD File 98102 Sheet Msrber A5.02 (c) 1998 Rossetti Aaeoaates Architects RAKE/FASCIA, SUB - FASCIA AND CONT. SUPPORT TRIM. SET SUPPORT CHANNEL IN WEBBED MASTIC AND FASTEN THRU ROOF PANEL AND INTO RAKE ANGLE AT 24'O.C. CONTINUOUS 14 CAA. RAKE ANGLE ATTACH TO TOP OF PURLIN TAILS END DETAIL @ CANOPY SCALE: 3" = 1' -0" BATTEN CAP 4 RIB CLOSURE-- INTEGRITY R -1.15 BED IN NON SKINNING BUTYL SEALANT TO THE FACE OF SAVE MEMBER. LAPSTRIP SAVE MEMBER AS RQ'D. APPLY MARRIAGE BEAD TO TIE SIDEJOINT SEAL FOR VAPOR SEAL CONTINUITY A -24 PANEL CLIP 4 ' (1) 1/4 -14 X 1 -3/4' . S.S. FASTENER FASCIA AND SUB - FASCIA TRIM CAREFULLY REMOVE FROM FROM – UNDERSIDE OF ROOF PANEL FACE SHEET AS SHOWN. APPLY WEBBED MASTIC TO FASCIA LIP 4 FASTEN TO PAN OF ROOF PANEL W/ (4) 3116" BULB -TITES PER PANEL ITY R -115 Q -132 METAL CLOSURE 4 Q -133 COMP05TION CLOSURE INSTALL INTO A HEAVY BEAD OF NON - SKINNING BUTYL SEALANT AND FASTENED W/ (3) BULB -TITES INTO THE HOLES PROVIDED — INTEGRITY R -115 BED IN NON - SKINNING BUTYL SEALANT TO THE SLOPING FACE OF CONT. RIDGE LINER TRIM. APPLY MARRIAGE BEAD TO TIE SIDEJOINT SEAL FOR VAPOR SEAL CONTINUITY A -24 PANEL CLIP 4 (l) 1/4 -14 X 1 -3/4" S.S. FASTENER EAVE DETAIL @ CANOPY EDGE 4' RIDGE CAP TRIM FASTEN INTO METAL CLOSURES 612' O.C. W/ 3116" BULB -TITES INTO CONT. WEBBED MASTIC BATTEN CAP -INSTALL INTO (3) CONT. LINES 4 END CROSS BEAD OF NON - SKINNING BUTYL SEALANT. FASTEN BOTH SIDES AT UPPER END W/ 3116" BULB RIDGE ER TRIM FILL ITY BETWEEN PANE WITH BATT INBU ION RIDGE DETAIL @ CANOPY SCALE: 3" = 1' -0" NORTH & SOUTH PEDESTRIAN CANOPIES SCALE: 3" = 1' -0" NORTH & SOUTH PEDESTRIANCANOPIES r,.,l IQI rf ct A*IrN CC AM t.•a OVERHANG @ VAULTED ROOF SCALE: T = 1-0" �j.- P,& P9V1P W/ 4 P IMPLE LOCK SEAM DETAIL THRU ROOF OVERHANG SCALE: 3" = 1' -0" DOUBLE STANDING SEAM METAL IDOUR!_E ST, OVER GALV. CLEAT 30 LB FELT OVER 3/4" PLYW001 OVER GATT INSULAI OVER METAL DECK METAL SOFFIT W/ FL SLIDER JOINT STRUCTURE METAL FASCIA I DOUBLE WELT OVER GALV. CL OVER 30 LB FE OVER 3/4' PLYI HOOK METAL W/ GALV CLEAT FOR DRIP S' CONCRETE CURB TYP. DETAIL @ BOTTOM OF WALL SCALE: 3" = 1' -0" MTL- STUD AND ING SEAM `m= * 'T ' "" ',L (HOOK END) CA LIP rP. ' CDX PLYWOOD TAL STRAP : WD BLK'G AT 16' OC ." COX PLYWOOD INTINUOUS RIDGE & CORNER DETAIL SCALE: 3" = 1-0" IEL W/ GALV. CLIP r- PANEL OVER B FELT =LYWOOD AL e END OF P :LSAT AND .NT � — DOUBLE WELT SEAM �— SIMPLE LOCK OR SINGLE WELT SEAM VERTICAL DOUBLE STANDING SEAM RUNNING 16" O.C. METAL SOFFIT W/ FLAT SLIDER JOINT, SEE A502/2 METAL WALL PANEL W/ FLAT DOUBLE WELT SEAM SECTION THRU WEST END ROOF EDGE SCALE: 1/2" = 1' -0" 13� Project Amtrak Station Bakersfield, CA 1519 Santa Mmu Blvd, slits 300 Santa MoWA CA 90404 310.82116876 fax 310.828.6885 tel 2 2nd Bid Submittal 6/22/99 1 Bid Submittal 03/15/99 No. Description Date ARc \ v� es A.ROSS� C,� to be developed i =. 015, I, f REN , 1 tF Ot CAL�F�?�� Sheet Title METAL ROOF DETAILS Date Scale 3" =1' -0" Project Number CAD File 98102 Sheet Nmber A5.03 (c) 1998 Rossetti Associates Architects --------- - - - - -- I � I � I � I � I � I � j j I � I INTERIOR METAL FASCIA SOFFIT WALL Wt FLAT SINGLE WELT HORIZONTAL SEAM TYP. NOTE: FOR STRUCTURAL BEAM n d MTL STUD FRAMING SEE STRUCTURAL D STOF SEE I I EXTERIOR CURTAIN WALL FRAMING METAL FLASHING W/ GALV. CLIP 90 DEG. CORNER BENT W/ FLAT SINGLE FOLD METAL FASCIA WALL W/ FLAT DOUBLE WELT SEAM 12' O.G. O/ 3/4" CDX PLYWOOD TYP 90 DEG. RETURN TO FLAT SINGLE WRAP END CONDITION TYP. OVER 30 LB FELT OVER 3/4' CDX PLYWOOD Ij I I PLAN SECTION @ METAL SOFFIT SCALE: 1w = T-0" INTERIOR 90 DEG. RETURN TO FLAT SINGLE WRAP END CONDITION TYP. 90 DEG. CORNER BENT W/ FLAT SINGLE FOLD METAL FASCIA WALL W/ FLAT DOUBLE WELT SEAM 12" O.G. NE O/ LATIGRETE EPDXY O/ N PLAN SECTION SCALE: 3" = T -0" TITIOUS BRD. > FRAMING TYP. :AL COLUMN NE O/ LATICRETE EPDXY O/ q TITIOUS BRD. METAL FASCIA W/ FLAT S WELT SEAM MATCHING ST NOOK DRIP W/ GALY. CLIP HOOK METAL FOR DRI CORNER &FASCIA DETAIL SCALE: 3" = 1' -0" 1919 Santa Molica Blvd, Slite 300 Santa trlarca, CA 90404 310.828.6876 fax 310.828.6685 tel SECTION THRU METAL SOFFIT @ENTRY SCALE: 3/4" = 1' -0" ALL _E WELT HORIZONTAL SEAM J/ STONE JOINT BYNp TYP. ORNER BENT OTTOM CONDITION TYP. 7`I I39 Project A"'k Amtrak Station Bakersfield CA 2 2nd Bid Submittal 6/22/99 1 Bid Submittal 03/15/99 No. Description Date arr't� 4 PCQ*aOP e� F Of CA1.tE''�. '• Sheet Tide METAL ROOF DETAILS Date Scale Project Number CAD Flle 98102 Sneer Number (c) 1998 Rossetti Associates Architects i -vim r�r� r�tr� ti_�r -t nir.'A A 12'-0' I- I y/ !-�(�G I L K/K/T - I V I 1 11 J J 1 1 85/046 FOR DECK E GYP. SOFFIT PTD. EGRET 2004 - ICI - MP* 39YY 851046 TYP. PTD. CIARO GOLD 534 ICI MP* 20YY 46/515 TYP. SANDSTONE SOFFIT TYP. O LINEAR DIFFUSER TYP. 5GYL 213' - 0 1/4' 48' -6 3/4" COVE FLUORESCENT LIGHTING (SEE ENLARGED TOILET SECTION/ELEVATION) ALUMINUM PUNKAH LOUVER W/ APERTURE DAl APL -A SERIES TYP. RECESSED CAN a REST (HALO C8518 -8581L I -2 ) PTD. EGRET 2004 - ICI MP* 39YY 851046 A,150V PTD. EGRET 2004 - ICI MP* 39YY 85/046 RECESSED CAN DOWNLIGHT (LUCIFER DHX- DL4XC) 111 EXTERIOR SOFFIT MEN C3X(0 CROSS II o RETURN AIR I =r =A IY'1 GENERAL NOTATION: CEILING HEIGHT 81_01f (E.C. = EXPOSED CEILING) CEILING TYPE SYMBOLS: 2X2OR — �-}—�- 2 X 4 ACOUSTICAL I I I CEILING TILE 4 GRID GYPSUM BOARD (PAINTED) LIGHT FIXTURE SYMBOLS: o RECESSED DOWNLIGHT O PENDANT HUN m I SMTD. 10-0' A.F.F.) =# E ERIES ® COVE FLUORESCENT LIGHTING ABOVE SOFFIT =D (METALUX 55L- 2- 32 -EB81 (1) TOF32 LAMP5) Q FLUORESCENT FIXTURE • SURFACE MOUNTED FLUORESCENT ® (METALUX W -232 2- 32TSLP) ❑ RECESSED FLUORESCENT FIXTURE (METALUX 2EP3GAX2U6T8833I- VLT -E581) A RECESSED FLUORESCENT FIXTURE Z (METALUX 2EP3GAX2U(bT85331- VLT -E581) 9 ILLUMINATED EXIT SIGN O SPEAKER MECHANICAL SYMBOLS: �0 WALL MOUNTED LIGHT FIXTURE N RETURN AIR/EXHAU5T GRILLE =# WALL SCONCE ® SUPPLY AIR GRILLE =D DECORATIVE SCONCE Q ACCESS DOOR • WALKWAY BOLLARD ® UNIT HEATER CURVEDGYPSUM CEILING TO FOLLOW METAL HALIDE A ® U Z (LUMARK MHHM D516 175) STRUCTURE U WALL WASHER P 51=1 (EDT2603 40OMH) UPLIGHT MOUNTED ABOVE SOFFIT 1 FFE I ' WAITING Af'EE A fR.C.F. SC,4LE: 1 /811 = 11 -01° 4' -0' 4' -0' I 12' -0' 1 41-0" , 4' -0' , 40' -5 5/8' p, EGRET 2004 - ICI RECESSED CAN a CURVED LINE OF 39YY 851046 (IRIS N3/MR/AA /C) SIRE RATED D OLD BLUE SEA 85641„1 3 LOCATIONS ONLY 107 IT FIRE RATED ENCLOSURE A50VE (REFER TO FOR SECT.) 4.0� PTD. EGRET 2 O4 - ICI MP" 39YY 85/9P46 RECESSED N sCURVED SOFFIT 4ALO MA1X1 1E- 1411LT) 4 LOCATION ONLY DESIGNATES I -HOUR WALL CONSTRUCTION TYP AT CORRIDOR 1' -611 RECESSED CAN iv SLO ED CEILING -�`-- (PORTFOLIO MA4 -191E A1009411 -1-I) 3 LOCATIONS ONLY FEF-LECTED CEILING; FLAN PTD- EGRET 2004 - ICI MP" 39YY 851046 —' \ - / SC,4L 1 /8° = 11 -0" RECESSED CAN 'N INTERIOR FLAT WOOD SOFFIT (WILA 126- (2 )&5 -DFS9) 10 LOCATIONS ONLY - ICI `14 13� Project Amtrak Station Bakersfield, CA 1919 Santa Morita Blvd, Slits 300 Santa Morita, CA 90444 310.828.6876 fax 310.828.6888 W Reflected Ceiling Plan 4 U- 1/8" =1' -0" Project Nunber CAD He 98102 d_ wg sheet Nurtiber A (c) 1998 Rossetti Associates Architects t- CURVEDGYPSUM CEILING TO FOLLOW A ® U Z ® STRUCTURE o. . O ... Q U' _ O TI 2nd Bid Submittal TI 4 RECESSED CAN 6TICKET SOFFIT 3/15/99 3 Plan Check 3/3/99 a 0_ 50% Construction Documents s " 100% Design Development (IRIS N3MRC) 3 LOCATIONS ONLY No. I Description Date MF* E-1 s' 9 o" o O' LAST DESIGNATES I -HOUR WALL CONSTRUCTION TYP AT CORRIDOR 1' -611 RECESSED CAN iv SLO ED CEILING -�`-- (PORTFOLIO MA4 -191E A1009411 -1-I) 3 LOCATIONS ONLY FEF-LECTED CEILING; FLAN PTD- EGRET 2004 - ICI MP" 39YY 851046 —' \ - / SC,4L 1 /8° = 11 -0" RECESSED CAN 'N INTERIOR FLAT WOOD SOFFIT (WILA 126- (2 )&5 -DFS9) 10 LOCATIONS ONLY - ICI `14 13� Project Amtrak Station Bakersfield, CA 1919 Santa Morita Blvd, Slits 300 Santa Morita, CA 90444 310.828.6876 fax 310.828.6888 W <v \. REN 5 3 Of CA0��� Sheet Titie Reflected Ceiling Plan Date Scale 1/8" =1' -0" Project Nunber CAD He 98102 d_ wg sheet Nurtiber A (c) 1998 Rossetti Associates Architects 5 2nd Bid Submittal 6/22/99 4 Bid Submittal 3/15/99 3 Plan Check 3/3/99 2 50% Construction Documents 2/15/99 1 100% Design Development 12/18/98 No. I Description Date <v \. REN 5 3 Of CA0��� Sheet Titie Reflected Ceiling Plan Date Scale 1/8" =1' -0" Project Nunber CAD He 98102 d_ wg sheet Nurtiber A (c) 1998 Rossetti Associates Architects CE I L INCA NOTES A. 5U5PENDED ACOU5TICAL CEILING5 1. 8 GA. (MIN) HANGER WIRES MAY BE USED FOR UP TO AND INCLUDING 4' -0' X 4 -0" GRID SPACING. SPLICES WILL NOT BE PERMITTED IN ANY HANGER WIRES UNLESS SPECIFICALLY APPROVED BY THE ARCHITECT. 2. PROVIDE HANGER WIRES WITHIN 8' OF THE ENDS OF ALL MAIN AND CROSS RUNNERS OR AT 1/4 OF THE LENGTH OF THE END TEE, WHICHEVER IS LEAST AT THE PERIMETER OF THE CEILING AREAS. 3. PROVIDE TRAPEZE OR OTHER SUPPLEMENTARY SUPPORT MEMBERS AT OBSTRUCTIONS TO MAINTAIN HANGER SPACING. PROVIDE ADDITIONAL HANGERS, STRUTS OR BRACES AS REQUIRED AT ALL CEILING BREAKS, SOFFITS OR DISCONTINUOUS AREAS. HANGER WIRES THAT ARE MORE THAN I IN 6 OUT OF PLUMB ARE TO HAVE COUNTERBRACED WIRES. 4. ?CEILING GRID MEMBERS MAY BE ATTACHED TO NOT MORE THAN TWO (2) ADJACENT WALLS. CEILING GRID MEMBERS SHOULD BE AT LEAST 1/2' FREE OF OTHER WALLS. IF WALLS RUN DIAGONALLY TO CEILING GRID SYSTEM RUNNERS, ONE END OF MAIN AND GROSS RUNNERS SHOULD BE FREE AND A MINIMUM OF 1/2" CLEAR OF WALL. 5. AT THE PERIMETER OF THE CEILING AREA WHERE MAIN OR CROSS RUNNERS ARE NOT CONNECTED TO THE ADJACENT WALL, PROVIDE INTERCONNECTION BETWEEN THE RUNNERS AT THE FREE END TO PREVENT LATERAL SPREADING. A METAL STRUT WITH A POSITIVE MECHANICAL CONNECTION TO THE RUNNER MAY BE USED. WHERE THE PERPENDICULAR DISTANCE FROM THE WALL TO THE FIRST PARALLEL RUNNER IS 12' OR LESS, THIS INTERLOCK IS NOT REQUIRED. 6. PROVIDEFOUR SETS 12 GA. SPLAYED BRACING WIRES 90 DEGREES FROM EACH OTHER NOT MORE THAN 8 FT.BY 12 FT ON CENTER PROVIDE SPLAY WIRES AT LOCATIONS NOT MORE THAN 1/2 THE ABOVE SPACING FROM EACH PERIMETER WALL OR AT THE EDGE OF VERTICAL CEILING OFFSETS. THE SLOPE OF THESE WIRES SHOULD NOT EXCEED 45 FROM THE PLANE OF THE CEILING AND SHOULD BE TAUT WITHOUT CAUSING THE CEILING TO LIFT. SLICES IN BRACING WIRES ARE NOT PERMITTED WITHOUT SPECIAL APPROVAL BY THE ARCHITECT. i. FASTEN HANGER WIRES WITH NOT LESS THAN THREE TIGHT TURNS. FASTEN SPLAY WIRES WITH FOUR TIGHT TURNS. MAKE ALL TIGHT TURNS WITHIN A DISTANCE OF 1 -112 '. HANGER OR BRACING WIRE ANCHORS TO THE STRUCTURE SHALL BE INSTALLED IN SUCH A MANNER THAT THE DIRECTION OF THE WIRE ALIGNS AS CLOSELY AS POSSIBLE WITH THE DIRECTION OF THE FORCES ACTING ON THE WIRE, B. SEPARATE ALL CEILING, HANGING AND BRACING WIRES AT LEAST 6' FROM ALL UNBRACED DUCTS, PIPES, CONDUIT, ETC. IT 15 ACCEPTABLE TO ATTACH LIGHTWEIGHT ITEMS, SUCH AS SINGLE ELECTRICAL CONDUIT NOT EXCEEDING 3/4" NOMINAL DIAMETER, TO HANGER WIRES U51NG CONNECTORS ACCEPTABLE TO GOVERNING BUILDING OFFICIAL. 9. WHEN DRILLED-IN CONCRETE ANCHORS OR SHOT - IN ANCHORS ARE USED FOR HANGER WIRES ONE OUT OF 10 MUST BE FIELD TESTED FOR 200 POUNDS OF TENSION. WHEN DRILLED -IN CONCRETE ANCHORS ARE USED FOR BRACING WIRED, ONE OUT OF TWO MUST BE FIELD TESTED FOR 440 POUNDS IN TENSION. SHOT -IN ANCHORS ARE NOT PERMITTED FOR BRACING WIRES. IF ANY SHOT -IN OR DRILLED -IN ANCHOR FAILS TESTS, ALL ADJACENT ANCHORS MUST BE TESTED. 10. ATTACH ALL LIGHT FIXTURES TO THE CEILING GRID RUNNERS TO RESIST A HORIZONTAL FORCE EQUAL TO THE WEIGHT OF THE FIXTURES. 11. FLUSH OR RECESSED LIGHT FIXTURES AND AIR TERMINALS OR SERVICES WEIGHTING LESS THAN 56 POUNDS MAY BE SUPPORTED DIRECTLY ON THE RUNNERS OF A HEAVY DUTY GRID SYSTEM, BUT IN ADDITION, THEY MUST HAVE A MINIMUM OF TWO 012 GA. SLACK SAFETY WIRES ATTACHED AT DIAGONAL CORNERS AND ANCHORED IN THE STRUCTURE ABOVE. ALL 4'X 4 ' LIGHT FIXTURES MUST HAVE SLACK SAFETY WIRES AT EACH CORNER. 12. ALL FLUSH OR RECESSED LIGHT FIXTURES AND AIR TERMINALS OR SERVICE WEIGHING MORE THAN 54 POUNDS MUST BE INDEPENDENTLY SUPPORTED BY NOT LESS THAN FOUR *12 GA. TAUT WIRES ATTACHED TO THE STRUCTURE ABOVE REGARDLESS OF THE TYPE OF CEILING GRID SYSTEMS USED. THE FOUR TAUT *12 GA WIRES INCLUDING THEIR ATTACHMENT TO THE STRUCTURE ABOVE MUST BE CAPABLE OF SUPPORTING FOUR TIMES THE WEIGHT OF THE UNIT. 13. SUPPORT SURFACE MOUNTED LIGHT FIXTURES BY AT LEAST TWO POSITIVE DEVICES WHICH SURROUND THE CEILING RUNNER AND WHICH ARE SUPPORTED FROM THE STRUCTURE ABOVE BY A 012 GA WIRE. SPRING CLIPS OR CLAMPS THAT CONNECT ONLY TO THE RUNNER ARE NOT ACCEPTABLE. 14. SUPPORT PENDANT MOUNTED LIGHT FIXTURES DIRECTLY FROM THE STRUCTURE ABOVE WITH HANGER WIRES OR CABLES PASSING THROUGH EACH PENDANT HANGER AND CAPABLE OF SUPPORTING FOUR TIMES THE WEIGHT OF THE FIXTURE. B. 5U5PENDED GYP5UM BOARD CE I L ING5 1. MATERIALS SHALL COMPLY WITH APPLICABLE 1991 UBC STANDARDS. GYPSUM BOARD IS ONE LAYER OF 5/8" THICKNESS. 2. FOR LATERAL LOAD USE THE SAME FACTORS AS FOR A LAY -IN ACOUSTICAL TILE CEILING. 3. GYP BOARD CEILINGS SHALL NOT SUPPORT MATERIALS OF BUILDING COMPONENTS OTHER THAN GRIDS, LIGHT FIXTURES, SMALL ELECTRICAL CONDUITS, SMALL DUCTS AND THE LIKE. ALL SUCH COMPONENTS SHALL BE SUPPORTED EITHER DIRECTLY FROM MAIN RUNNERS, OR BY SUPPLEMENTAL FRAMING WHICH IS SUPPORTED BY MAIN RUNNERS. NO VERTICAL LOADS OTHER THAN GYP50ARD DEAD LOAD SHALL BE APPLIED TO CROSS - RUNNER. 4. SUPPORT SYSTEM: THERE ARE MANY POSSIBLE VARIATIONS OF HANGER AND MAIN RUNNER SIZES AND SPACING LISTED IN TABLE NO. 41 -A UBC, AND ALL OF THE COMBINATIONS ARE ACCEPTABLE. HOWEVER, BOTH HANGERS AND MAIN RUNNERS ARE MOST FREQUENTLY SPACED AT 4' -0' CC. A. VERTICAL HANGER WIRES ARE NO. 8 GAUGE AND GALVANIZED. B. MAIN RUNNERS ARE 1 -1/2' CHANNELS, 1 -1/2 SQ. FT MINIMUM, HOT ROLLED. C. CROSS - RUNNER IS 1/8', 26 GAUGE GALVANIZED HOT SECTION AT 2 -4" MAXIMUM CC. 5. THE FOLLOWING REQUIREMENTS APPLY TO ALL WIRE HANGER/RUNNER COMBINATIONS: A. HANGERS SHALL BE SADDLE -TIED AROUND MAIN RUNNERS TO DEVELOP THE FULL STRENGTH OF THE HANGERS. B. GROSS - RUNNER SHALL BE SADDLE -TIED TO THE MAIN RUNNERS WITH ONE STRAND OF NO. 16 OR TWO STRANDS OF NO. 18 GAUGE FIRE WIRE. C. MAIN RUNNERS SHALL BE SPLICED BY LAPPING AND INTERLOCKING FLANGES 12' MINIMUM AND TYING NEAR EACH END WITH DOUBLE LOOPS OF NO. 16 GAUGE WIRE. D. CROSS - RUNNER SHALL BE SPLICED BY LAPPING AND INTERLOCKING THE PIECES 8' MINIMUM AND TYING NEAR EACH AND WITH DOUBLE LOOPS OF NO. 16 GAUGE WIRE. E. A MAIN RUNNER SHALL BE PLACED WITHIN 8' OF PARALLELING WALLS. F. THE ENDS OF MAIN RUNNERS AT WALLS SHALL BE SUPPORTED BY HANGERS 8' MAXIMUM FROM THEIR ENDS BY VERTICAL HANGERS. G . . SHEET METAL SCREWS SHALL BE 1 -1/4' HI -LO TYPE S BUGLE HEAD SCREWS SPACED AT 12" CC. MAXIMUM. SCREW EDGE DISTANCE IN GYP50ARD SHALL BE 3/8' MINIMUM. 6. LIGHT FIXTURE SUPPORT A. ALL RECESSED OR DROP -IN LIGHT FIXTURES SHALL BE SUPPORTED BY MAIN RUNNERS OR BY SUPPLEMENTAL FRAMING, WHICH IS SUPPORTED BY MAIN RUNNERS. 5. WITH AA SURFACE E CLAMPING DEVICE MADE ATTACHED IAL WITH A MINIMUM OF 14 GAUGE. ROTATIONAL SPRING CATCHES DO NOT COMPLY. 8 GA. VERTICAL HANGER WIRES 1" CAIGID CONDUIT COMPRESS STRUT @ 12" O.C. EA DIRECTION AND 4' MAX FROM WALLS OR 1445QFT OF CLG AREA N 2" (MAXIMUM) FROM SPLAY TO CROSS RUNNER #8 GA. GALV. HANGER WIRES tv 4' -0" O.C. AREA 5UPPORTED SHALL NOT EXCEED 16 SQ. FT_ 1 1/2" COLD ROLL CHANNEL im 4'- 0 " O.G. 1/8" FURRING CHANNELS lri FINISH SCHEDULE RM. NO. ROOM NAME BASE 114" PPG Solex (exterior), 1/4" clear (interior), 1/2" airs ace NON- INSULATED GLASS 1/4" PPG Solex FLOOR KYNAR: COLOR, SILVER - TO 5E APPROVED 5Y ARCHITECT 2 50% Construction Documents 2/15/99 1 INTERIOR MATERIAL NORTH WALL No. EAST WALL Date SOUTH WALL RESINOUS FLOORING TYPE I WEST WALL RESINOUS FLOORING TYPE II CEILING TERRAZZO I C INTERIOR EPDXY) COLORED MATRIX W/ 80�' MARBLE, 20% SPECIAL AGG. W/ MOTHER OF PEARL TERRAZZO II ( INTERIOR EPDXY) HEIGHT REMARKS PIONITE: HARDROCK MAPLE MELCOR II, WM -191 SUEDE PLASTIC LAMINATE 11 PIONITE: CELERY FIBER, AV'151 -5 SUEDE O _ W Q Z O CO m W CO � W I= � 0 � a � 0 ARMSTRONG: "ULTIMA" 01 -182, 24' X 24 ", WITH SUPRAFINE EXPOSED GRID GLASS 5LOCK w O a DURKAN COMMERCIAL: PA 30 -008 CEDAR RIVER, PRAIRIE 36 a 3 c � a p W 0 1x d wi 2 � V V 5"F- Q Q 0co0 H V 15 a ffi 3 0co0 W 5 V 100 MAIN WAITING ROOM • • • • PAINT EXPOSED STEEL ROOF 100A L055Y WAITING • • • • 101 WOMENS RESTROOM • • • • • • • 1401 • 9' -O" 102 JANITOR CLOSET 19 • • • 16 • 103 MEN5 RE5TROOM • • • • • • • • • • • 9' -O" 104 ELECTRICAL ROOM • • • • • • 105 TELEPHONE ROOM • • • • • • 9' -0" ]Oro EMPLOYEES RESTROOM • • • • • • • 9' -O" 101 OFFICE 1*1 101 • 9' -O" 108 OFFICE • • • • 91 101 • 9' - O' 109 BREAK ROOM/ LOCKER5 • • • • • • • 121-011 110 CORRIDOR • • • • • • • 12' -0" 111 OFFICE • • • • • • • 9' -O" 112 TRAIN SUPPLIES 101 • 9' -0" 113 BAGGAGE HANDLING • • • • • • • 114 TICKETING • • • • • • • 9' -O" DOOR SCHEDULE SYM SIZE THK DOOR FRAME SYSTEM REMARKS TYPE MAT'L FINISH THRESH HEAD JAMB MAT'L FINISH HARDWARE SET UL / MIN I.UIDTH x HGT 100 (o' -O" x _1' -0" 1 3/4" A AL- GL AL AL AL AL KYNAR 1 NON -RATED 100A (o' -O" x -1' -0" 1 3/4' A AL- GL AL AL AL AL KYNAR 1 NON -RATED 1005 &' -0" x 7' -0" 1 3/4' A AL- GL AL AL AL AL KYNAR 1 NON -RATED 101 3' -0" x -I' -O" 1 3/4' 5 WOOD VENEER MARBLE HM HM MTL PAINT 2 NON -RATED 102 3' -0" x 1' -0" 1 3/4' 5 WOOD VENEER MARBLE HM HM MTL PAINT 3 NON -RATED 103 3' -0" x 7' -0" 13/41 5 WOOD VENEER MARBLE HM HM MTL PAINT 2 NON -RATED 104 3' -0" x 1' -0" 1 3/4' 5 WOOD VENEER MARBLE HM HM MTL PAINT 3 NON -RATED 105 3' -0" x 1' -0" 13/41 5 WOOD VENEER MARBLE HM HM MTL PAINT 3 NON -RATED 106 3' -0" x -1' -0" 1 3/4' 5 WOOD VENEER MARBLE HM HM MTL PAINT 5 20 MIN 101 3' -0" x '1' -0" 1 3/4' 5 WOOD VENEER MARBLE HM HM MTL PAINT 6 20 MIN 108 3' -0" x 1' -0" 13/41 5 WOOD VENEER MARBLE HM HM MTL PAINT 6 20 MIN loci 3'-0" x 1'- 0" 13/41 5 WOOD VENEER MARBLE HM HM MTL PAINT 1 20 MIN 110 3' -0" x 1' -0" 1 3/4' 5 WOOD VENEER MARBLE HM HM MTL PAINT S 20 MIN 111 3' -0" x 1' -0" 1 3/4' 5 WOOD VENEER MARBLE HM HM MTL PAINT 6 20 MIN 112 3' -0" x 7' -O" 1 3/4' 5 WOOD VENEER MARBLE HM HM MTL PAINT 3 NON -RATED 113 3' -0" x '1' -0" 13/41 5 WOOD VENEER MARBLE HM HM MTL PAINT 9 20 MIN 113A 10' -O" x 9' -O" G 5TL FAG PT N/A 5TL PAINT 10 NON -RATED ROLL UP DOOR 1135 10' -O" x 9' -O" C STL FAG PT N/A 5TL PAINT 10 NON -RATED ROLL UP DOOR 113G 5' -O" X 5' -0" D STL FAG PT N/A STL PAINT 10 NON -RATED ROLL UP DOOR 114 3' -0" x 1' -0" 13/41 A WOOD VENEER MARBLE HM HM MTL PAINT 11 NON -RATED 114A 3' -0" x 7' -0" 13/41 A WOOD VENEER MARBLE HM HM MTL PAINT 12 NON -RATED GATE 1 STL PAINT 5TL PAINT 13 NON -RATED COURTYARD GATE 2 STL PAINT STL PAINT 13 NON -RATED TRASH ENCLOSURE WINDOW SCHEDULE SEE DWG A7.01 FOR WINDOW TYPES AND DETAILS SYM SIZE TYPE FRAME MATERIAL FINISH GLASS TYPE REMARKS A SEE ELEV CURTAINWALL ALUMINUM KYNAR IN INSULATED 5 SEE ELEV CURTAINWALL ALUMINUM KYNAR 1' INSULATED G 8' -0" x 8' -4" STOREFRONT ALUMINUM KYNAR IN INSULATED D 4' -0" x 8' -4" STOREFRONT ALUMINUM KYNAR 1' INSULATED FROSTED ON NORTH LOCATIONS E 4' -0" x 4 -0" FIXED ALUMINUM KYNAR IN INSULATED F SEE ELEV CURTAINWALL ALUMINUM KYNAR IN INSULATED Nv I t=: ALL CzL,455 5HALL 5E FULLY TEMPERED T \ /11r • V -0' x 1' -0" SLIDING DOOR NOTE: PROVIDE PROVISION FOR DOOR TO REMAIN OPEN IN EVENT OF POWER FAILURE CxLASS, TYP. ALUMINUM FRAME, TYP. 0 TV!'fc A 3' -0' x 1' -0' WOOD DOOR VENEER FIN15H BY MARL ITE CO. MODEL: SSV -253 FLAT CUT MAPLE T \ /1'1r A ELECTRIC ROLL UP DOOR FACTORY PAINT SILVER TYPE D ELECTRIC ROLL UP DOOR FACTORY PAINT SILVER FINISH MATERIAL SCHEDULE EXTERIOR MATERIAL PRODUCT DATA STONE CLADDING, FIELD PER ELF-V'S 5/S' - 3/4" INDIAN RED SANDSTONE, CLEFT CUT FINISH WITH GUAGED 5AGK STONE CLADDING, ACCENTS PER ELEV'S 5/6' - 3/4" INDIAN RED SANDSTONE, HONED FINISH WITH r.:;UAGED BACK 1' INSULATING GLASS SYSTEM 114" PPG Solex (exterior), 1/4" clear (interior), 1/2" airs ace NON- INSULATED GLASS 1/4" PPG Solex CURTAINWALL /STOREFRONT FRAME KYNAR: COLOR, SILVER - TO 5E APPROVED 5Y ARCHITECT 2 50% Construction Documents 2/15/99 1 INTERIOR MATERIAL 12/18/98 No. Description Date RESINOUS FLOORING TYPE I GSI SYSTEM , SIERRA 413 RESINOUS FLOORING TYPE II GSI SYSTEM, GRANITE 411 TERRAZZO I C INTERIOR EPDXY) COLORED MATRIX W/ 80�' MARBLE, 20% SPECIAL AGG. W/ MOTHER OF PEARL TERRAZZO II ( INTERIOR EPDXY) COLORED MATRIX W/ W% MARBLE, 20% SPECIAL AGG. W/ MOTHER OF PEARL PLASTIC LAMINATE I PIONITE: HARDROCK MAPLE MELCOR II, WM -191 SUEDE PLASTIC LAMINATE 11 PIONITE: CELERY FIBER, AV'151 -5 SUEDE PLASTIC LAMINATE III PIONITE: LAGOON NUAGE, PG110 -5 SUEDE CORIAN, PIONITE OR EQUAL SOLID NEUTRAL COLOR - SELECTED BY ARCHITECT ACOUSTICAL CEILING TILE ARMSTRONG: "ULTIMA" 01 -182, 24' X 24 ", WITH SUPRAFINE EXPOSED GRID GLASS 5LOCK PITTS5URG CORNING: 12" X 12" "ARGUS' PATTERN, CLEAR CARPET DURKAN COMMERCIAL: PA 30 -008 CEDAR RIVER, PRAIRIE 36 GLASS MOSAIC TILE (FOUNTAIN) 5155AZZA: VETRICOLOR 20 -LE GEMME 20, LeSFUMATURE DORATE, COLOR: ACQUA GYPSUM 50A 3/8' DIA. EXP 50TLS a 30" ROLL UP DOC GUIDES ROLL UP DOC rUD 3 CHANNEL JAMES DETAILe ROLL UP DOOR SCALE: 1 1/2' = 1' -0' HEAD DETAIL6 ROLL UP DOOR SCALE: 1 1/2' = 1' -0' 2' -0" STAINLESS SHELF (16 G, 21/2' 16 GA STUD FRAMIt 12' WIDE CONCRETE CURS 7I_/A� ND STONE MTL. STUD AMING SILL DETAILe ROLL UP UJINDOW SCALE: 1 1/2' = 1' -0' )NE DOOR (SEE SCHED.) r r H.M. FRAME r, JAME3 DET4IL SCALE: 1 1/2' = 1' -0' HEAD DETAIL SCALE: 11/2' = 1' -0' STEEL STUD CHANNEL ANCHORS (3 PER JAMB) DOUBLE METAL STUDS (20 GA. MIN.) AT JAMB (T''P.) Glr'P. BD. ( EA. SIDE) ON MET. STUDS %a' GYP. BD. (BOTH SIDES) ON METAL STUDS METAL STUD HEADER AS REQUIRED H.M. FRAME DOOR - SEE SCHEDULE DOOR AS SCHED. CARPET AS SCHED. MARBLE THRESHOLD FIN FLOOR - SEE SCHED THRESHOLD CARPET SCALE: 1 1/2' = 1' -0' FIRE RATED DOOR CORRIDOR 3/8' 9 3' -0' DOOR OPENING THRESHOLD CLEARANCE SCALE: N.T.S. DOOR AS SCHED. MARBLE THRESHOLD FIN FLOOR - SEE SCHED THRESHOLD 1@ TERRAZZO SCALE: 11/2' -- 1' -0' �iy- s8 Project Amtrak Station Bakersfield" CA 19'19 Santa Marcy Blvd, WIN 300 Santa Monica, CA GM 310.828.6676 fax 310.828.6865 W 5 2nd Bid Submittal 6/22/99 4 Bid Submittal 3/15/99 3 Plan Check 3/3/99 2 50% Construction Documents 2/15/99 1 100% Design Development 12/18/98 No. Description Date ri AR rCfA.O `< t f' of CA Sheet Title Schedules Date Scale Project Number CAD File 98102 dw Sheet Number A7000 (c) 1998 Rossetti Associates Architects TS STEEL TYPICAL TYPICAL 5 -I CEM PLAS DRYWALL CE IL _ . CA e 3W 141 - 310.828.6876 fax OUTSIDE INSIDE 310.828.6885 tel ' 3 4 Project 13 HEAD DETAL 6 TYPICAL TYPICAL TYPE AO NORTH CURTAINWALL SANDSTONE I Amtrak 2 INSIDE Station - 2 7 4 SANDSTONE O/ S 5 LATICRETE EPDXY - CEMENT BD - OUTSIDE Tom© SOUTH CURTAINWALL 1 14 JANE DETAL 8 11 11 13 12 18 11 Bakersfield, CA o _ 8 __ 1' — 18 SIM TYPE F 2 Sim 9 14 18 - SOUTH " — CONCRETE �N INT. FLOORING CURTAINWALL $ Q Sim G ♦ d, A v 4 10 10 15 17 18 TYPE TYPE TYPE AUTOMATIC SLIDING DOOR GLASS BLOCK WINDOW INTERIOR WINDOW 7 C D E STOREFRONT ASSEMBLY O O O 15 SILL DETAL 6 1 1 WINDOW TYPES 4�' 8' TS STEEL SHIM HEAD MECHANISM SANDSTONE ALUM CORNER N INT. FLOORING MULLION SMOEFFITAL DRYWALL SOFFIT SLIDING DR ALUM. MULLION WITH REINFORCED CHANNEL AND KYNAR FINISH TYP 9 TYPICAL T E 9 INSIDE 1 L� HEAD DETAIL 10 SILL DETAIL CORNER MULLION DETAIL 4 VERT MULLION DETAL V 7 1 I-EAD DETAIL 2 2nd Bid Submittal 6/22/99 1 Bid Submittal 3/15/99 No. Description Date DRYWALL CEMENT 5D 6" 16GA 1' INSULATED GLASS TYP. SANDSTONE O/ � MET STUD TYP LATICRETE EPDXY` CONCRETE INT. FLOORING L SANDSTONE SHIM SPACE SANDSTONE O/ =� Ai3�i • .. LATICRETE EPDXY O/ 9' ALUM. MULLION WITH A.R �o g' 1/2' CEMENTITIOU5 5D c�1 REINFORCED CHANNEL, Rr ; 1 t"C 0° o } 11 HEAD DETAL WAMB a� s�L Sao HEAD DETAL WAND sNp `�Ta . 17" DETAIL S JAMB DETAL 2 HORIZ MULLION DETAIL �F of ca 1l/2 DRYWALL CEILING WALL LOCATION AND g' WHERE DRYWALL 2" INTERIOR FIN VARIES snit Title OCCURS SEE PLAN N CEMENT BD No 6" -16GA, MET STUD Window & Storefront • ° BASE SANDSTONE O/ 1/4' WIRE SANDSTONE O/ s' EPDXY SYSTEM O/ = SANDSTONE O/ Details CONC CURB 1 1/2' GLA55 LATICRETE EPDXY ALUM CORNER 1/2" CEM. BD. _N EPDXY SYSTEM ° ° MULLION � 1/2" CEM. BD. ° INTERMED SANDSTONE SOFFIT C Date Scale MULL ION GLASS BLOCK _ • SHIM SPACE `" L IGHTGUAGE Project CAD EMAY WE CORK �pE STL FRAMING File su �� HEAD / JAMB COMMON SANDSTONE 31' 9102 1 dw Sheet Number 18 TERIOR WINDOW DETAIL *%L&A SS BLO CK DETAL JANE DETAL 6 CORNER MUWON DETAIL SILL DETAL TS STEEL 45 NI/V RATED B d� SLL SF A7001 3 S (c) 1998 Rossetti Assodates Ard*ects C STUD FRAMING DRYWALL SOFFIT GLASS SET IN SEALANT t ALUM. CHANNEL FLUSH W/ DRYWALL CEILING TYP. 3/4' DIA- 8/5 THRU BOLT TO HOLD GLASS PIECE SMOOTH FINISH TYP. I CABINET ELEVATION a 5fREA< SCALE: 1/2'=V-0" ' TEMPERED GLASS 'FLUSH THRU BOLT 3/4' 4) HEAD HAND SAME B' 4) STAINLESS 'EEL SPACER :OPRENE WASHER DETAIL BOLT CONNECTION N.T.S. ER 2' -(d' 40 ctl 16 GA MTL. STUD FRAMING STAINLESS STEEL SHT COVER 1/4' REVEAL MAX S' TYP. COVE BASE 5ECTION THRU LUGGAGE F)A55 SCALE: V=V-0" 1/2' CLR. TEMP. GLASS TYP. SUPPORT FOR A CONT. RIGID COUNTER < OVERHANG TYP. PLASTIC LAMINATE TYPE III CUSTOMER WRITING SURFACE PLASTIC LAMINATE TYPE III 5TAINLE55 STEEL ON 1/2' PLYWOOD W/ PARTICLE BOARD SUPPORT TYP. PARTICLE BOARD METAL STUDS • Ib' or- COVE BASE C,45INETR r SCALE: 1"=V-0' 1/2' TEMP. GLASS, SOLEX TYP. GLASS SET IN 3/4' ALUM. CHANNEL W/ SEALANT FLUSH W/ LAMINATE FINISH PLASTIC LAMINATE TYPE III 3'x4'x8 1/2' DEEP CUBICLES PLASTIC LAMINATE TYPE III BULLETIN SLIDE DRAWER PLASTIC LAMINATE TYPE II LOCKABLE CASH DRAWER PLASTIC LAMINATE TYPE II REMOVABLE BAGGAGE TAG STORAGE PLASTIC LAMINATE TYPE It PLYWOOD BASE W/ VINYL COVE BASE COVER TYP. g ATTENDANT SFACE SCALE: 1"=P-0" STAINLESS STL DOOR PANEL - W/ POLISHED STAINLESS STEEL TRIM d LATCH fi U5L IC SIDE ELEVATION SCALE: 1/2 " =1' -0' IiVYC I7faDC CA5INETR - SCALE: 1'=V-0' VIAND ICAFFED eFACE SCALE: 1" =1' -0" 0 o -0' 0 o 0 Scale 0 0 Project Nriuntm 0 0 dw 0 A8nOO (c) 1998 Rossetti Assodates Arc�titects y STAINLESS STL DOOR PANEL - W/ POLISHED STAINLESS STEEL TRIM d LATCH fi U5L IC SIDE ELEVATION SCALE: 1/2 " =1' -0' IiVYC I7faDC CA5INETR - SCALE: 1'=V-0' VIAND ICAFFED eFACE SCALE: 1" =1' -0" 0 o -0' 0 o 0 Scale 0 0 Project Nriuntm 0 0 dw 0 ' CLEAR TEMP - GLASS 4' DIA. SPE HOLE TYP. ELECTRIC O TLET TYP. PLASTIC LAt INATE (TYPE II) AACRYYLICBDI IDERS 0 0 0 Scale 0 0 Project Nriuntm 0 11�1� — ■I�I�I� UNION 1111. =ZENZEN 11 1 BOON Sol j NI■IEI 11 ■I■ ■I ■I ■I■ 11 ■I■ �- -� ' ■I ■I ■I■ SPACE SCALE 4 LUGGAGE PASS THRU 1/2' CLEAR TEMPERED GLASS SECTION THRU SCALE SCALE: 1" =1' -0' I/2' TEMP. GLASS (SOLEX) of / to TYPE III 7 DESK 5Ur IN�pICATOR I o 0 I/2' CLEAR TEMPERED GLASS 0= i �TELIEPIONE i rS-- - - -- i d DUAL WORK EMPLOYEE SPACE e e e e e 2 EMFLO-T'EE SIDE ELEVATION SCALE: 1/2' =1' -0" SPACE SCALE t LUGGAGE PASS -THRU W/ PLASTIC LAMINATE DOOR PANEL W/ STAINLESS STEEL TRIM t LATCH v m e NOTE: PROVIDE t COORDINATE ELECTRICAL OUTLET/PHONE LINE LOCATIONS AS REOV. W/ THE ELECTRICAL r,4--- 5 CTION THRf C,45INETR1/ SCALE: V=P-0" Project Amtrak Station Bakersfield, CA 'x'19 Santa Morita W4 Suite 300 Santa Morita, CA 90404 310.82116876 fax 310.626.6885 W T ARC- FM mil., < RE 0 _w i 15 i CR1 a Sheet Title Ticket Window Detail Date Scale 1/2 " =T -O" Project Nriuntm CAD File 98102 dw Sheet Number A8nOO (c) 1998 Rossetti Assodates Arc�titects 4 2nd Bid Submittal 6/22/99 3 Bid Submittal 3/15/99 2 Plan Check 3/3/99 1 100% Design Development 112/18/98 No. Description ;Date T ARC- FM mil., < RE 0 _w i 15 i CR1 a Sheet Title Ticket Window Detail Date Scale 1/2 " =T -O" Project Nriuntm CAD File 98102 dw Sheet Number A8nOO (c) 1998 Rossetti Assodates Arc�titects I"% I i It CA5INETR - 't I PLASTIC LAMINANT TYPE III 3/4' (DEAD DIA.) ALLEN HEAD STAINLESS STEEL BOLT 1 /4' GAP BETWEEN LAMINATED SHEETS TYPICAL PLASTIC LAMINANT TYPE I 4 f,4FT I ,4L_ E L E V,4T I ®N SCALE: 1 1/2" = 1' -m" COUNTER FLAN SCALE: 1/4'=V-0" COUNTER ELEVATION SCALE: 1'=]'-O' O O O O O O O O O O O O O O O O O O O O COUNTER ELEVATION SCALE: 1'=]'-O' O O O O O O O O O O O O O O O O O O O O COUNTER ELEVATION �.q- i �50 SCALE: I'= V -0' Project Amtrak Station Bakersfield, CA 191 Santa Morica Blvd, Slits 300 Santa Mocks, CA 90404 310.828.6876 fax 310.828.6885 tel 4 2nd Bid Submittal 6/22/99 3 Bid Submittal 3/15/99 2 Plan Check 3/3/99 1 100% Design Developmert 12/18/98 No. Description Date =g� ARC � ,��5 N. R OSS S C'. RCCN Of C A`�F© Sheet Title Milwork Details Date scale AS NOTED Project Nurter CAD no 98102 dvv Sheet Nunber A8m01 (c) 1998 Rossetti Associates Architects ■■■■■■■■■■■■■■■■■■■■ FRAMED MIRROR. B -290- SIZES AS INDICATED TA -3 36" GRAB BARS. B- 6806.99X36 TA -4 42" GRAB BARS. B- 6806.99X42 TA -5 RECESSED SANITARY NAPKIN /TAMPON VENDOR. B- 3500X2 ■■■■■■■■■■■■■■■■■ RECESSED ■■■■■■■■■■■■■■■■■■MI ■ ■ TA -7 PARTITION MOUNTED TOILET PAPER DISPENSER. B -386 TA -8 PARTITION ■I■■■■■■■■■ TA -9 RECESSED TOILET SEAT COVER DISPENSER. B -3013 TA -10 ■■I TA -11 RECESSED SANITARY NAPKIN DISPOSAL AND TOILET TISSUE DISPENSER TA -12 RECESSED PAPER TOWEL DISPENSER /WASTE RECEPTACLE. B -36903 ■■■■■■■■■■■■■■■■■■■■■ 5 2nd Bid Submittal 6/22/99 4 Bid Submittal 3/15/99 3 Plan Check 3/3/99 ■■■■■■■■■■■■■ 50% CONSTRUCTION DOCUMENTS 2/15/99 1 ■■ ------ No. ■M■ ■I■■■■■■■■■■ Im ■■■■■■■■ ■I, ■■■■■■■■■■■■■■■■■■■■■ ■■ ■ ■ ■■■■■■■■■■■■■■■Im■■■■■■■■■ Im ■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■I' ■■■■■■■■■■■■■■■■■■■■ ■ ■ ■I ■■ ■■■■■ I■ P■■ ■■■■■■■■■■■■■■■■■■Im■■■■ ■!I ■ ■ ■ ■A ■ ■ ■ ■'■■t■■■.■.■■■■■.■i ■ ■ ■ ■ ■ ■I ■ mmm mm■mmmmmmmm ■■■■■ mm ■ ■ mm m mmmm■■■mmmmmm■■■■mig ■1 ) n �t �� ■■ ■o a y Mimi ■ ■ ■ ■ ■ ■ ■ ■ ■MI ■I ■1 M■ on MINI ■ ■A■■ 1■Mo mM■■■■■■■■ m-- ■ ■ c V 7■■ ■■ ■ ■ ■ ■ ■I NEIN ■G —i'ii■ MEN IN ■■■■■■■ ■ffi ■ ■1 ■1 ■■■■■■ ■■ Mimi ■MI ■■111■■ ■■■■■■■ ■1 ■ ■I 1 ■■1 ■1 ■■■■■■ ■ ■■I ■I■ ■` II.IIo ,.m ■ IN IIII.IIII IL., 1111 ■■■■■■■ 11 JI so ■I on Elsie ■■ ■■ mills ■■ ■■ mills ■r ,.JI ■a ■ ■ ■1 ■, � ■� 13 NORTH ELEVATION SCALE: 1/4" - T -0" 12 NORTH ELEV. THRU JANITOR SCALE: 1/4" - T -0" rif` SOUTH ELEV. @ JANITOR ��J SCALE: 1/4" = T -0" 10 SOUTH ELEV. SCALE: 1/4" - T -0" g WEST SCALE: 1/4" - T -0" WOMEN 7 EAST SCALE: 1/4" - T -0" 6 WEST �,7j SCALE: 1/4" - T -0" 47' -2d" MEN CORIAN TOP, FASCIA & BACKSPLASH TYP & FASCIA TYP. 5 EAST SCALE: 1/4" - 1'-0" LIGHT COVE MECH DIFFUSER TYP CERAMIC TILE TYP PL. FASCIA — N 4 ADJ. SHELVES. #4 STAINLESS STL PI-2— PARTITIONS TYP CABINET W/ 2 ADJ. SHELVES. � 2 TOILET PLAN — SCALE: 1/4' m 1 -0' TOILET ACCESSORIES LIST TA -1 COUNTER TOP MOUNTED SOAP DISPENSER. B -822 TA -2 FRAMED MIRROR. B -290- SIZES AS INDICATED TA -3 36" GRAB BARS. B- 6806.99X36 TA -4 42" GRAB BARS. B- 6806.99X42 TA -5 RECESSED SANITARY NAPKIN /TAMPON VENDOR. B- 3500X2 TA -6 RECESSED ■■■■■■■■■■■■■■■■■■MI ■ ■ TA -7 PARTITION MOUNTED TOILET PAPER DISPENSER. B -386 TA -8 PARTITION MOUNTED SANITARY NAPKIN DISPOSAL. B -354 TA -9 RECESSED TOILET SEAT COVER DISPENSER. B -3013 TA -10 CLOTH HOOK & BUMPER. B -212 TA -11 RECESSED SANITARY NAPKIN DISPOSAL AND TOILET TISSUE DISPENSER TA -12 RECESSED PAPER TOWEL DISPENSER /WASTE RECEPTACLE. B -36903 5 2nd Bid Submittal 6/22/99 4 Bid Submittal 3/15/99 3 Plan Check 3/3/99 2 50% CONSTRUCTION DOCUMENTS 2/15/99 1 ■■ ------ No. ■■■■■ Date Im ■■■■■■■■ ■ ■ ■ ■■ ■■■■■ Im ■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■I ■■ ■■■■■ I■ P■■ ■ ■!I ■ ■ ■ ■A ■ ■ ■ ■'■■t■■■.■.■■■■■.■i ON ■■■■■I■I ■■■■■ I ■ ■ ■ ■I 1■■■ ■1 ) n �t �� ■■ ■o a y Mimi ■■■■■ I■■■ ■I 1■■■ ■1 M■ on MINI ■ ■A■■ 1■Mo ■I 1■■■ ■1 ■■ ■■ MINI ■G —i'ii■ I■Z!A■11 ■ffi ■ ■1 ■■ ■■ Mimi ■■111■■ 1■ ■1 ■ ■I 1 ■■1 ■ ■1 ■ ■■ ■I■ ■` II.IIo ,.m ■ IN IIII.IIII IL., 1111 r-�71 IIII.I ICI IL ■ ■� 11 JI so on Elsie ■■ ■■ mills ■■ ■■ mills ■r ,.JI ■a ■ ■ ■1 ■, � ■� �■ �i■�■�■ rif` SOUTH ELEV. @ JANITOR ��J SCALE: 1/4" = T -0" 10 SOUTH ELEV. SCALE: 1/4" - T -0" g WEST SCALE: 1/4" - T -0" WOMEN 7 EAST SCALE: 1/4" - T -0" 6 WEST �,7j SCALE: 1/4" - T -0" 47' -2d" MEN CORIAN TOP, FASCIA & BACKSPLASH TYP & FASCIA TYP. 5 EAST SCALE: 1/4" - 1'-0" LIGHT COVE MECH DIFFUSER TYP CERAMIC TILE TYP PL. FASCIA — N 4 ADJ. SHELVES. #4 STAINLESS STL PI-2— PARTITIONS TYP CABINET W/ 2 ADJ. SHELVES. � 2 TOILET PLAN — SCALE: 1/4' m 1 -0' TOILET ACCESSORIES LIST TA -1 COUNTER TOP MOUNTED SOAP DISPENSER. B -822 TA -2 FRAMED MIRROR. B -290- SIZES AS INDICATED TA -3 36" GRAB BARS. B- 6806.99X36 TA -4 42" GRAB BARS. B- 6806.99X42 TA -5 RECESSED SANITARY NAPKIN /TAMPON VENDOR. B- 3500X2 TA -6 RECESSED PAPER TOWEL DISPENSER /RECEPTACLE. B -3803 TA -7 PARTITION MOUNTED TOILET PAPER DISPENSER. B -386 TA -8 PARTITION MOUNTED SANITARY NAPKIN DISPOSAL. B -354 TA -9 RECESSED TOILET SEAT COVER DISPENSER. B -3013 TA -10 CLOTH HOOK & BUMPER. B -212 TA -11 RECESSED SANITARY NAPKIN DISPOSAL AND TOILET TISSUE DISPENSER TA -12 RECESSED PAPER TOWEL DISPENSER /WASTE RECEPTACLE. B -36903 NOTE: BOBRICK WASHROOM EQUIPMENT INC. IS SPECIFIC MANUFACTURER AND MODEL NUMBER FOR EACH ITEM INDICATED TO ESTABLISH THE QUALITY LEVEL AND TYPE REQUIRED AS SPECIFIED IN THE SPECIFICATION. * ALL TOILET DIMENSION ARE TO THE FACE OF DRYWALL UNLESS OTHERWISE NOTED. MARLITE WAINSCC 9 NORTH SCALE: V4" - T -0" N MARLITE \\ WAINSCOT \ � _<< \ �., \ 4 WEST SCALE: 1/4" - T -0" 3 SOUTH SCALE: V4" - T -0" EMPLOYEE TOILET ELEV. 4'- 0 8" 7' -55" B -3094 RESINOUS FLOOR W/ RESINOUS BASE 1 EMPLOYEE TOILET SCALE: 1/4" = T -0" %.4 /,3 7 Project Amtrak Station Bakersfield, CA 1919 Santa Monica BIw4 Siite 300 Santa Monica, CA 90404 310.821161376 fax 310.628.6885 tel r ;JARcj,J, J Ot C Sheet Tltle Toilet Rooms Floor Plan / Elevations Date Scale as noted Project Number CAD Flle 98102 dw Sheet Number A (c) 1998 Rossetti Associates Architects 5 2nd Bid Submittal 6/22/99 4 Bid Submittal 3/15/99 3 Plan Check 3/3/99 2 50% CONSTRUCTION DOCUMENTS 2/15/99 1 100% Design Development 12/18/98 No. Description Date r ;JARcj,J, J Ot C Sheet Tltle Toilet Rooms Floor Plan / Elevations Date Scale as noted Project Number CAD Flle 98102 dw Sheet Number A (c) 1998 Rossetti Associates Architects IM Y31 ICI IP-I-, A I 1 IU 1. 11 1U S IGNAGE '@ 50UT�4 (EXT.) SCALE: 1/4" = 11 -011 W HIGH X 1/4' THICK ALUMINUM LETTERS W/ SATIN FINISH ADHERED TO n I I f"1T A I. 8 INTERIOR SIGNAGEe TICX TING SCALE: 1/2" = 11 -011 0 b' MET, STUD FRAMING D E TA I L e SOUTH ENTfR"' SIGN 5GALE: 1 1/2" = 11 -0" El C� 114" SATIN FINISHED ALUMINUM LETTERS AND LOGO 1/2' WHITE NEON TO FOLLOW SIGN PROFILE X ALUMINUM PLATE ZM SIGN W/ NEON - BACKL IGHT ING EXTERIOR S IGNAGE e NORTH SCALE: 1/411 = 11 -011 1/4' SATIN FINISHED ALUMINUM LETTERS AND LOGO 1/2" WHITE NEON TO FOLLOW SIGN PROFILE ALUMINUM — SLEEVE SPACER W/ COUNTERSUNK SCREWS PERFORATED ALUMINUM CLOSURE 2 SECT I ON,a 6OUT+4 ENTfR 1r SIGN — J SCALE: 1 1/211 = 11 -011 1/4' SATIN ALUMINUM AND LOGC 1/2" WHITE t TO FOLLOI SIGN PROF SANDSTON VENEER ALUMINUM SLEEVE SPACER b" METAL STUD FRAMING FLANe SOUTH ENTiR�' SIGN 3 SIGNAGE a NOfRTH ENTF�- SCALE: 1 1/2" = 11 -0" — SCALE: 1 1/211 = 11 -011 b' HIGH X 1/4' THICK COPPER LETTERS W/ PATINA FINISH ADHERED TO SURFACE INTEFRIOf;R SIGNAGE @ WEST SCALE: 1/4" = 11 -0- q'L;33 Project Amtrak Station Bakersfield, CA 1919 Sava Marta Blvd, $a 300 Santa Mara, CA 90404 310.828.6876 fax 310.821116886 tel 5 2nd Bid Submittal 6/22/99 4 SD T A A 1 N S AND �/USSES � tl 3/15/99 3 Plan Check 313199 2 50% Construction Documents 2/15/99 1 100% Design Development 112/18/98 Sheet Nu tw No. Description I Date (c) 1998 Rossetti Associates Architects INTEFRIOf;R SIGNAGE @ WEST SCALE: 1/4" = 11 -0- q'L;33 Project Amtrak Station Bakersfield, CA 1919 Sava Marta Blvd, $a 300 Santa Mara, CA 90404 310.828.6876 fax 310.821116886 tel 5 2nd Bid Submittal 6/22/99 4 Bid Submittal 3/15/99 3 Plan Check 313199 2 50% Construction Documents 2/15/99 1 100% Design Development 112/18/98 Sheet Nu tw No. Description I Date AR Qir REN 6 �J1,l� Ot C Sheet Title Building Signage Date Scale i As Noted Project Nuffter CAD Mle 98102 Sheet Nu tw i A10000 (c) 1998 Rossetti Associates Architects 3' HIGH RAISED BRUSHED C 1 J INFORMATION 4 ALUM. LETTERS 4DHERED PASSENGER DROP -OFF 3 i C2 i TAXIS TO PANEL C6 PARKING 1 GLASS DOOR W/ LOCK MONUMENT STATION SITE SIGN No. D2 TYP. FOR ALL D3 DO NOT ENTER - BUS ONLY THREE SIDES D3 WARNING - DO NOT ENTER (:A�lD SEAMLESS CITY IDENTIFIER ASI SIGN SYSTEMS FIBERGLASS PANEL TEL. (310) -645 -1400 A4 BOARDING LOCATION TYP. REFER TO 10 PASSENGER INFORMATION AND TIMETABLE DISPLAY ASI SIGN SYSTEMS MODEL* 63OR SERIES — COLOR TO BE SELECTED BY ARCHITECT SQUARE END BASE DETAIL GRAY CEMENT (5F100) PAINT REVEAL BLACK 3' RAE) [USED CORNER TYPICAL NOTE: REFER TO SHEETS A2.00, A2.01, A2.02, A2.03 FOR SITE AND PLATFORM SIGNAGE LOCATIONS ELEVATION ------ ------ ----- - ------ - ------- ------ - -------- - - - - -- - - - - - — I I 1 I 1 I aI 1�01� 1 Ilo 7R WAITING ROOM I 0 IWO 10 I O � m D I I T- - - - - - - - - -- 3' -0' TYP PLAN 2 INFORMATION KIOSK SCALE: V2" m T -0" REFER TO BHT. AIO-00 DETAILS 143 FOR LOGO SIGNAGE ON WALL 0 KEY TO 51GN LAYOUT: GD TO TRAINS B15 TELEPHONES B 17 RESTROOM B 17 MEN B 17 WOMEN B 18 RESTROOM B18 MEN B18 WOMEN B 19 TELEPHONE ROOM B 19 ELECTRICAL ROOM B 19 MECHANICAL ROOM B 19 ROOM 00 ( TO MATCH RM NUMBERS ON PLAN) B24 STATION HOURS ( DOUBLE GLASS ENTRY) B26 CORPORATE IDENTITY AT TICKET COUNTER B27 l INDIVIDUALLY CUT LETTERS) -------------------------------------- - - - - -- -_� -- I --- - - - - -- L — Mp OFFICE OFFICE II FOMC 91 1 108 I ` BREAK ROOM J WOMEN B 19 MEN i TEL °O 106 LOCKERS I 101 103 E--LE T. B24 P 109 II ao ao 10 00 0 0 0 0 0o a0 00 00 00 TEL. B 17 � B 19 Lm�icci W I r — 105 00 1 VENDING B 17 B 17 DF TM I ( Na cD ------ - - - - -- - - --� ---- - - - -�C — -- H — --- - - - - -- — B19 I I rfi I I I I 1 1 I INFORMATION KIOSK I I 1 I SEE 2 I I j 11 I e I i I 1 I I 1 I i II 11 I I I 1 I I I 1 I I LOBBY 1 1 WAITING 11 I II 11 I II II I II II I I I j I I j 111 NOTE: REFER TO SIGNAGE PACKAGE IN THE SPECIFICATIONS FOR STANDARD MOUNTING HEIGHTS AND DIMENSIONS 1 SIGNAGE PLAN SCALE: 1/8" m T -0" 19 . Bl9 'AUTHORIZED PERSONNEL' TRAIN OFFICE SUPPLIES 111 F 112 =: II 4 ou B19 �M p BAGGAGE TICKETING HANDLING 114 1 113 N D_ II z � 0 rn II M II M II II N\\ ------------------------------- MOUNT ABOVE REFER TO SHT. A10.00 DETAILS 2,4,5,1 DOOR OPENING FOR VERTICAL SIGNAGE (CUSTOM) 1 1 I II II II II II 11 II I II I I II I II I of 9�, Y. 13 9 Project Amtrak Station Bakersfield, CA 1919 Santa Make Blvd, Sub 300 Santa Maft CA 90404 310.828.6876 fax 310.628.6885 tel 5 C 1 J RESERVED PARKING 4 C2 PASSENGER DROP -OFF 3 i C2 i TAXIS 2 C6 PARKING 1 C8 MONUMENT STATION SITE SIGN No. D2 SMOKE FREE FACILITY D3 DO NOT ENTER - BUS ONLY D3 WARNING - DO NOT ENTER (:A�lD CITY IDENTIFIER ASI SIGN SYSTEMS TEL. (310) -645 -1400 A4 BOARDING LOCATION FAX. (310)- 645 -9811 10 PASSENGER INFORMATION AND TIMETABLE DISPLAY -------------------------------------- - - - - -- -_� -- I --- - - - - -- L — Mp OFFICE OFFICE II FOMC 91 1 108 I ` BREAK ROOM J WOMEN B 19 MEN i TEL °O 106 LOCKERS I 101 103 E--LE T. B24 P 109 II ao ao 10 00 0 0 0 0 0o a0 00 00 00 TEL. B 17 � B 19 Lm�icci W I r — 105 00 1 VENDING B 17 B 17 DF TM I ( Na cD ------ - - - - -- - - --� ---- - - - -�C — -- H — --- - - - - -- — B19 I I rfi I I I I 1 1 I INFORMATION KIOSK I I 1 I SEE 2 I I j 11 I e I i I 1 I I 1 I i II 11 I I I 1 I I I 1 I I LOBBY 1 1 WAITING 11 I II 11 I II II I II II I I I j I I j 111 NOTE: REFER TO SIGNAGE PACKAGE IN THE SPECIFICATIONS FOR STANDARD MOUNTING HEIGHTS AND DIMENSIONS 1 SIGNAGE PLAN SCALE: 1/8" m T -0" 19 . Bl9 'AUTHORIZED PERSONNEL' TRAIN OFFICE SUPPLIES 111 F 112 =: II 4 ou B19 �M p BAGGAGE TICKETING HANDLING 114 1 113 N D_ II z � 0 rn II M II M II II N\\ ------------------------------- MOUNT ABOVE REFER TO SHT. A10.00 DETAILS 2,4,5,1 DOOR OPENING FOR VERTICAL SIGNAGE (CUSTOM) 1 1 I II II II II II 11 II I II I I II I II I of 9�, Y. 13 9 Project Amtrak Station Bakersfield, CA 1919 Santa Make Blvd, Sub 300 Santa Maft CA 90404 310.828.6876 fax 310.628.6885 tel 5 2nd Bid Submittal 6/22/99 4 Bid Submittal 3/15/99 3 Plan Check 3/3/99 2 50% Construction Documents 2/15/99 1 100% Design Development 12/18/98 No. Description Date 015 t REN, !,I' Jr�lF 0" C Sheet Title Signage PLan Date Scale 1/8 " -1' -0" Project Number CAD Fie 98102 Sheet Number A10.01 (c) 1998 Rossetti Associates Arch sects ----__,- 1­ __.;� '__"_;;;;;;;;:_._ .1 ____ -.----,--,---,. ___ -.-,----...-1-�----. -1--­­_ - _ -_ I , I � ------^----,--,-"--,,--,-------,-,-------,,--,---, -��Z�_,��l � I -,--- - __ � it ____j j__ ; i,___� ___ 1__-i f- ! 'Till, __! I-- ___il I— i - i, �z - F E_ri_L___l____J_l �l_-_-_�,�,�_,_-_-_�11--,�-11�_-_-,,I _�L] - - __ __ - "" ­ L_ L-.-- L _1 _� ,::�= _ _ -, ,___ r--,, ,t,,­­­�­�­ �. �_ ,__�� —err I F----1 --­ --- F-- a I I t I _ -_ _�__ -_ i � z I , - � I , � A I i I "I I I t , I � � , -I-,--- L-,-I— 1-1 - - _0 - t- ! V 1 �. - -) I ­ r, ll i L__ r_- - I I'll i EXISTING LIBRARY IT '. , � ((­---­-­-- I�tl I '�,,z::�----------L"I.�,,::�,- . .----I---- 1- r� _1_7:� - - 5 j 1 ;' i If H 1 I I , I -, _ ,L I _ _11 I _j .1 i ! � i 1 - I t I 1 1 1 1 � zz. I t ? I F j i I i I � 1 I 1 t ! ! t f____ r I z I I r---, . I i 1 , I ,__j ! ! � I i i 1 f � , 1 1 t 1 H H f f llkl-,.. ' I � , I L,,Ll i I , - i I I i E r r-ri __ 1 t 1 " 1 "---j i=, ---- w i i 1 _ i 1, : I I 1 1 I � H I ; II i , .., ! I ; ; I - I I I I I I � � I I I I i I 1 11 i 1 1 I I I i i � I I ; I . . -, I I I I I - I r H H I I I I 4 I j i , - L.- I I ! I I I ��- I �----- I , 1 1 - ! . i 'f---. i il I I : � I i - r-11 0 r.�.'...... --fl L-1 V;:-",-- A I , I � I I 1 11 f .;1 ; i � ; I I I I ; I i I I I �__ --- __; _.<�.__ I _T T I � I 1 ; , i ; I I i I \! i I 1 1 1 � , 1 ; i i -1 i t ! i I x T u ---,---,-- , 11) - " N }` A v E N u E__ ____­____ _______________,______.__, �­­_ - __,_______ ----- ______________ - l,,,'_,__, I -.1 �.._.__ ---- _. __ ,--..-,-"�-----.--,-,-----���-.,.-.,-.--�-.,—�,---,----. —.---- !��_ - - - - - -1 -,I- i --�---�l-'-�----�--,----------,-- ­1__­l._____­ ------ ­­_­____-__- - _______ ------ _____,________ =zz_�, � --- ______.._____._.�__.. _____________. -,-,, --------, 7`� L-i-i __- �­ - - ---- ------- - - ­­. I— I­ -,-,-----,- ,_ � t Tl___ ­­- 1 I � z - I I 1 I 5 i 1 � 1 I i It i I ! 11 i i I -_ - 11 �=l I i I I t 1 1 1 , . � i i l ­_ -, , I I---- - - , s ; I " � , I , ;, ­_17 _61,_111 i � I � 1 i I � ­ F, , � I � � I - i , I 11 I I , � I r ---, ---, �� i I . I i I I I : 1 i 1 i I I .�., �__ I � 1, t � � � i 1 . . 4, : --,,�, ----/ � L;��—_--_,,_____­,--­ I � % _", 11. ,,--, - I '�_" "I , ! ii ' � - V� 1 1 '.. I I I I I I . \ _1 I ____ - _� I --- It I I I 1 ! . : I 11 .7 i � � I t ,,,,,,, ! . I i 1 I � i J_ � " - I i 11 i -"/ SEE METAL lFt'NCE DETAIL K'F",t�'N! i 11 i ; I ly- : I i 11 � � I I i L__ ' I I ! ; , � I ,� MINATION I � I I � ., 1 � I I TING C2.01§ I It, I � � I DEPICTING -fEk � ? I � i I '1�11., 1�! �� i - � I I 11 , '�" - I , i z t I I i I I i 'i i % ! il "X �l I t �� �, '� � 1 1 ; t , li i , . I- I �_ POINT �JA t I � ; ; _ _�, ., I t i � I t; ,-- I " 1, I ; , f______, i I ; i 1 1 ��_ EXISTING II ; , � I ; - � I I i i � - _______i I 1 v __1 OF' WALL I— . %t I 1_1_. ; ___­��_ I I : , _- . , - I 1 1 1 1 i i I '�l I i :" 3 � I: # 14 i , � , I ; t I i 1 ; _;� � I I I it � . , I t _.,�, - . Z_l_.l____- . ! ! i I - � I , I ; ! .\ -_ I CITY 1 1 i I ! I - ------- i I I I � r__l 1�1� t � I 1 i 1 ;, I , ! � I I � I I I I I i � I 9 �, - 1 , I t 1 2 t i , 3 I � I i i I I I i i I ! , I . 11 'A 1 %�, / ' ' . - I .1 I - I i � � - I i i i; ii ­­11. � . I -'-, �. I I i - OFFICE , I : -1 __6____'__L_, ___�_ .- —1 -_ ; 1. ) � j I __l t I ! - t " ! - I � I !, . 1� � - I 1 k,lj , I . ��. .� - ,x I (f) L,___._,__ -, ��__:5 � I \ ! ! I . I I I , . I I . , � i I t ! ; . I 1�" �_l , FURNISH & / s � I � I 1 i i � ; �.�. 1� , 1"� 1\ I t i-.---- . � � �.. I � I i ; � I 'I\,- I z I I ! I i � �') \ , 4' WIDE I -, i /, SEE METAL GATE r E I PO I I ! _i____�_ __ � . _ � I I __ it I i � I I _ I ! � / INSTALL AL ,_ - - ,-;� , 2��___ i 'A � . 5 1 f . I f I I I I I I I I I I ,__ -, ; I 1 , \_ , �*T TAIL , i I " I I I i / -.-, . - /1� I I I _� I ". �* . , �­__­= ��l ­��­�� SEE ME L FENCE DE � � ; ­ . . . I I - i � i I I -1 , 1 f � _'1%,." I 11 MM I I ­ 1�___..�_;`lz;�_ . I ; � . I � 1 i ­ _­ - - I . I ��..%.... � _"�_,_ I f I ISHEE! C2.0 m __ I ­­- � ii - I ; .-f-==.- � i i i <\_,\, Q_-z 11 — — — :I__ 1 J, AND N01TE #1,­__­­l - - T! 6.� 9-- ' t I - . - � a I ; I M; I ;I � i I I x 7 � I - � - . ­1 --­-­-------­------------ /. _�� i I i , I -11 I � I � I I � , -, " -,�� � I I :r , \ H ; ;, ,,, _,'� -1., I— �,,t ,�,,,, i I 7 ,:-,-.- , , " , " ---' 3 I I I " " I 1\ �l \ \ " \ , , ,,�'N I I p i _­ "I'll, - I I 1, \ 1\ \ ♦,\ 1, & INSTALL E _s I - - \ \ I I " -, I i I � � � _ .3 � 1, , I I � \ ,\\ -� 11 , ". I z 7-P t I " \1 �L___ , \ - I \ I FURNISH � I , " . I I ! 1 \, A \ �� -1 tt \ \ \ N I __. -1. . ( I - '\ , I \ \ \ \, , I, I I I—- ­11- -_ � , I , \ \ '\, - I METAL FENCE � . i I I - I I , \ , ! 1 i 1 4 1 1 I; , ".�'l _j � i "I \, ,,�� ', � \ \ � I I /I �_ 1 ' FROM ­ -- I I i 1%. ! 1 11, \ I - I --,-- I f I � I I I �, I'L i \ \ , ,, f r) , - __ - \ -1, -1 , t ______.___, I � I \0 I - I I T i \ i i i ill FACE I i OF-EXIS-1714G.- I ! I i i I � i I i i I I I ---i ! i I - __ ! I � i I 1 ! i I I , i I ; � , FENCING MATERIAL F t I ! 4 CURB. � i 1 ,�.__.__._._.._ I _r__ ------rr I ! i . I W __ R B. FEN - - - C2.06 --, , I___ -- &___l______ . -- ­ - -_ I � I � TRANSITION 1 : t j - I � ­ �----- I I - �_*,"_�D ­­­ ... .� I 1"..... � - - � � _ ...... __ I 1 1 i i i I I - / it h �, 7 , , , , � I \ / I - - , � � , - , - , � - , , � I I I � . . I � . . ��. ." , - 1�_.�".%,_.,. , . , , , _4 - 2 , � , . � . - I I � � I I -P '. � . . I I � . I . I - - ` i 1 � I lt­�-- -- �/ 1 - . � ._.l. %:_1%,�:_j , , , , . -,-- ,,­�, !­__-___" - , , . - I . - I '. - I . . � I . � . � . I �_. 1 ; -'I%',%,"- � � . - � . , L� - ___,_____ i _-_4�-___,, ­ - _._�� . ­­ __t 1 - __ -, )tf___.___._________,_ , 0 7_ 7 �_ - �__ __ 1, _j , , _�� -_ -_ - --- -.--- ..-- _____ ------------- ____ ---------------------------------------------- --- (�) --- Q)_, i -cliv, I 1 � I I T : I 1 1 -V—"- i i i 1 1 k I , , �' - 4�.;�� 1 .I- ; I 1 1 , - - , , - - - 5 0". t._ .... I ­ ---EXIST. FIRE HYDRANT, MAINTAIN A I I 1�i 1_A:t*:':'_�::.`j__ I— _­1 - FURNISH & INSTALL -,-----, -1 ,� ) q � i-Ill.- __­�:� k��"_, 5' CLEARANCE FROM METAL FENCE 8' HIGH CHAIN LINK MATERIAL __ __ _ �6 A _L T _ ��. , _1,_ V+__�' Ili ­ 1 , L __ � , , i A ____ I [--f:':::::'-:�-*::,�-_- ----,--- — , ----. __ _ __ � — C __ --.— _i " ­1 � 4� --AS DIRECTED BY CITY ENGINEER. I I � -t:-:%­.l , FENCE. SEE DETAIL 2.06 ! !j __ I F­t .......... i - , -,- I I- ) ____ -i .--- �..%%ll_.,.,--.'-'-'." . � . I "'T"7",�,, I I -- -t ........ I 1...�'. . - , i I 11,\ I I - ,-*-------,-, I .�. ­­ t I 1.;_;� `­�111_ I- 1 4_s_,�_ ­­- - F I I i _\ - 1, L-t�, _______,__ ------- --- —..,.— ,---- -_ _f____ -- - � ­­ . --- i I ( I 4­ I 3 ; ! i i I I - �\ \ �'f I ,x­.:_4 - , I I I . Q( - , " i 1� � I i I I I �---'-':.:-,:::�:%::::-j , - _1 I I - I - � 1! --I-- ___ -.---- ____ — "I-.----- -1--l-l-." - - - __ __ ­.- - � I i 1 � ., -_ - -_ - .---- i It-, i 3 I 1 ___ 1 \ t, � 5 ­­ ______ ______ .---.-- ­­_ 11 4--- -4 _ - ­ I-— ----4 i I i,� :, : -::,:-* " I i - 4 1 t 1­t, ,- -, .-1 I ­10- I I I 1 "i I , _­ --- � i I 1 i I ____ . I 4 L-4,:�:::�:::"::-:::� ­- ----- -.-.- - ­____ ____... — ------- -.---, — _ — ______ ---- ____ I i " I' ,_ , - , I - - - , I - __ , I - , ! ' I - ' ' 7 ' t 1 1 '-- - - - I ___j 'X—-, 7: :!, I IT I , _____ @__________�ixll , i ___ __ , , - , " I I— I ­ it 1-fL __`i - __ , ­ __ I----- '� i C-7-- ) I , I I �____­�X,A� I I � I il 1 --4- (-) I 1 ! I i I _il . FURNISH AND i - 1; . ' ___ � I I 1 I � I I ! i ; ,L. __., _ t --- ____ ---.-- ____ _­_­__ -.--..- __j I 1 1 1 t I - 1 � - ­_1 � _ - I I I i . ; i:t �­-r-:-,-­-:-:-:.,, �,_ INSTALL CHAIN LINK 1 1 t � ; I I ji � I I i I I i i i � U � 11 I I i 1 � I 11 ; _______ It � 1:1 �­ �::::::�::::"-:, ___ _____ __F�ARKING__ ___ ____ _­­­ ­­­­ - -OF] I I -_ L"---- ;I P ,l,:-:-:-:-�":-:%J --- ------ ­ - ­_ I ___ ___ ­_ ­­ � FENCE l' WEST _,�,, - � - -- 4 it I --- _ _ -- ­­z � 1 I , - _11­___l_ WESTERLY R/W � ? ___ , __ --- -_ ---. __ __­_ -,---- _.- ,- __ - ___ ! �i I S---------. li ,I f-4:::::::: _�:::::'.1 - - �x ­ i ;�) 1. I ....... , I f � I � ! ,--,, , NE OF VACATED! ,��==:2, � j­4i:,::,:�,.":%,j ____ ________ SINE_ � - -------A i i j! . I �_­__________ ____ ___ --- __ --- __ -"-,-- __ — I I ; �/ 1 I 1! . I ... - � 14 1, ALLEY(TYP-) H I I � 1 � iL_ ' I i I 1 1 !, 1, i ! -'- ' - ' . , --- --- _____ I __l.__.____ ­_ _ . - -- ­11--l- ___l_l � 1 ! I I I L T'�-:-::-::,-:j­ -­­- ­­ ­___ ­_ ­_ I 1 t I , , I I �. ��,,,,.V_,_vl N.C. N.C. N.C. N.C. - I i � 1 I I 1 -1 I 1 I I ! I I ! I I I.% 1.11 �11%14 , - ­ _-, -,-- - I t � f . ! i 1-1.1 �­_ J_ - a'.._.,_ ,L_ - __ ___4____L__l __,___i_l�?_l_i.___l I � � .- . i /� A _�,'l .,. - __ _ . ____ ____ _____ _______ 1­1­111- ­_ - - - -,- _ - I . I _­­_­ __ _ ---i -------I I - _______ -,-- - - -- _ _ ____ I -_ 1 t, � __.z I I i I ! t i 1 j i 1 I � 1 � H % I _Ll�: I—— - - - - - - ­l_____,__.____ )" /!� 1- . � - -!! 1, - __�tlllll � , -1�-:-:�:-:-:-:-:,i � --.-; ! ___j 7-1-1 -.17-1 - � _-Z I— I / I // i 'r .. • 17 � I N. . � 1�1� i�71__� 7 .. - I I 11 , -----,- .--.-,.--, z i � . . - I � � I I I � � - I � 11 , , , , . -,------,-",, i , , - I I - - � , , � � , __ ��, ­I ------- , ­_ I I , 1% ... � _! 17­_� _f_­� 1, I— � . � __ ' I \ 11 �­­�7­n-, , �n,7� .1 -1 - � � � A I � , - " 1, _1 rl i 1 -'I - L___ z L___ __ ___ v',__,___41 \ \ �_ -I -- �­ E J i - I I J! if" I ��,.�,,� E I - lk l"l''l'l%_l% N.C. ��,.,,� .­ ll�llr - - , ­___l_ l�=_=­�___,__.______ �\ Z� =�_ �:_ J - _f �W* f-1, � - I I ��.. (",:-",-, I ) 't - -, , I � , - . . . , ­­ -41 ---t- I __+_ - 'M � I All , i I 1 - I , - . - " , I , . , _��___.� ____ -I I-- .1 / - - -T �- - -L -@�7-_:`_�,W4' --A-T,- , ,5- Cqt,� �:!�,'T" I'�-----.----,-----------l-------------------- k, f,l7:::, " " " I �__:_ ;. c ; - , 4 , , i i i � —T- I 1, !� iI_ I- -,. , ! t ��'\'_`� k: QL�T_3nt T , �, ,7 L:t-1 1 !J 11 ; , i . : f�l , � , I ;U . - I � ,;" , i i �\, J-- f -�4, �l i - I , I I " - ; ! ___rL_g i ;��,;�,_;�� � LLLLLL��:,� I ___I -) ------- --------,-,------------,---�--,--- :2:::� - i i �4i�� I e ) - I ss i I i I '� _��] ,,, L J L__j t-1 -�_--L', 1_2`�___J _,_L___I -1 __ - r -_ _ � I - ----.,,.------ ­--­­--­-­-- i t _17 -------------------'-------'--'-- ­­ -, ­­ ", __ ",-"-,--------------,-,------,----------,",------ I I I I --I---- --I ------- __ -- - - ------�-------,�-------------,-,-----------------------------------�------------, I I I I . - - - - - - - - - - - - - - in - - - - - - - - - - - - - - - ! I I I i . _______4 I ; I i , c I. I .1 I - " � ! I ; I , ! � i i I t i ! i , zr--:;;:: !;, i , - --,--- --I I � ! , I I - I ­ � - p , �- ��:�_­�,,�-7­,_ '�7�`N-__._ - I ! I I , I I � i - � , I � - � , I t � � 113439 k I t I - A--.A-- - � I I t 11-111, . ! 1 i I ! r,,,- __11� i . - , I I - `1� 1 1 . ­ "M , �_;_-�_ " I --In-.-,- 1-7 L­ i 11 i­7 , -l--F�_4---------- ---,---.-,j i, �_ I _r':7-,�, DROP OFF rl--r- I . ), I 1 . i i 3 !ttt. I, , , � ­ ­ ­ 11 - M� 1 " f: ! ! I � -_ ­____ll__;&Z:%!L�'l �,,-­r I i ' ; i : I i 1 -'-- TAXI DROP OFF � '' - -------.--I- -,-:- ,-­,,,�� 't�--­-------­----f-r--r 7 '� I I I 1 , I I -, _� ­_ � ��4_,_. -A; /; 7, T = I BOOK MOBILE ! � 1 1 1 i .., " . _._�� I ---f _-�::, tt I XI-4. � �s - -1 v � I I I I . _: �,t . � ! I i i .1.111 � -,k 't , � t � � I'll I . ", I i - ,0'%%'­­t'­'-'-­---x4 " - ,--" '�,_%_, � _�'_&__4_ __1- ­ 4 1 % I - ­ ­l­­­.­'_­_­­ . I � I ­:-:-:-:,� 11 -115q � '! I 1 I I z 1 i I I I i i i _____,,� � ... ..... : : ,,,, � " � I I L I I I- A _____ - - ­ I----,- _____ - , I I ___l��______________ 11 ..01_1%1-1�1.1 %, � I .f�� g � , , I ; , i I I - - � � � I I � I � 11 �l 1.1 -1 11 1: 7_1 - - .1. � ._� -,I " _ � i - 4 - - � It I_ ­1 ....... I , � � . It '' I ....... � I -1 . I— ..... - 1. ­ I I I . , I �_' - I--, I_ --I- I � - I - I '111­1-1. ­­ ­ ---- - - - � ­ 1. � �'., _�%.� ------ - _��._, / - --- I , I - - - . Tom• .��,�.�, ,.,__ l'_,.%,.%_. - ,� L_w_ - i I - - - - 1-,':-i I I I I I � , ___:- 7-,::::::-.::::::::-::::: ­ __ , I a �:,:.�,:'%%%,_ - � , __ _1_ __��.,..l �� - - __1 � , ; , " f j I ,; C­__ - - - .�_,*_, .'-'."-'-* _'l'**l':: ,::::_.t%-,, ..::,.. � � _ i I t, !� I I „,, ; ; ­ I � -'t,.,. *;:,i - - - ­ * '' _.; � ..... _', I . ­_­ PARKING i ., _. , -----,---\�­��_ ” / / .- I I I _4�7�_�­ '— , I ___ � I- 11 I- -,� / , I I i '� ­- , � 1__ ______.___ ' , " '\� . � i " � ,T 2 v ')� >, lIx, y i t� _ - -,,,, 1! i A,-4-­ I \ L �l " , 1 1 1 1 / � 2 t --I.,---- , � t, X /\ /�'\ / 1, //\1 � . - l_____'l___­ )tP_ - I � 14-A . I.- .11, ij , ­--l-l-­ , __ I / \ !, 1, '� - ­ - --- , I I I It 1� I I -,, ,-- . / \ / \ . - L_ i � , I 1 , ii ; I = \ / , // " \/ ,-\/ "I ,/ " // 9 --- 11 - _r �_+4 ,----.,- ­I I `,_:-:_,__, f ­ __ / 1\ / , I x I I / '> LOCAL .Z�l' I � I , �, 1\ - -I- _ I � , i � _______,_ ____ � / i ; -It". I , I 1 I , i , �, I 11 - I -H-_q I , , I \ / � I I- . _x 1. I - 1_. 11 ___J - , - � --,"\ -_ _t", - f! I , , % , -1 ---, I -f- , +4-1' . , \ /I I I , / \ \1 I 'f-j---__l I I . � I � � � / I / �k ­­ �-r--T- - - i I I ,-�Jtl,, 1, I � I �----- -,,.,,,,---- -_ _____ -1- .-- __ t, , I , - ', I -I , 1, I e� , , / - �s t i - 11 __l. 1. I t -_ ­_ t I x ,\ /-, T ,< \ /'\-, ,- � `�l , \ i i " x , x I'\ e /X1 BUS; DRO ,,�P, " I \ >�/ , , - � , - / , \ I \ .� "I - 7 , I I l - I -I \ \ / /N \ /,,, \, ,/-, \ jam` I ; � , A \ , -1., '11, I _K '�-, .1-41--_ , "" / \/ " / "" 1\ _L__ 11 " _/ ,-- - - � �1' � , _ , - - I 'i'5 Bbsr7 (z/` _N -%, // ", //- '\ /\1 ' " - - '___4_"_ �, . �, , , �', \ / " \ / , I I�l I � ! . ,\ , \ / 11 \ / I , , AV " x P / i ,_ - -a , ��, � I \/ v - -_ T I I ", fz, % , /I- / ka - , - __ , i I— , I , _ I 11 Ir / � � - I � " \ -"------ ­- - -ill � , I '\ __� , N , , " " � "; . �:_�_ 9 "i % --,-I,, , . \ \/ , " I ", 1, / \, -,,,,,/ \\ / \ _\ \ /' \ I \\,/ \,\ / �\\ , 1\ I -1/1 I 1% ­_ � � - � . , \', " \ /, \ \ , I "I 1, x, , \, N I lw � - ,_1 .1 ' ---\ l N 1 , \ \ `-�' \ \ < � , < \ \ �l I -, >,/ \ >' - I 1� � , � ,�, I I \ N, 1<1 .., j I ,,,_.�, -�,, I I �l I 'I '! . \ "' \ \ \ \ \ I 11 1, \ \ \ �l N -.,*I--- - ,�/ , r INU 6 �-- . , �� /�_­ , I" \, 1�1 \ -, \ , , \ \ \ ,� 1, I -- .-It ; t _�_ i _l IN > I ,,," TERMINATE CHAIN LINK FENCE __ - ____ ___llq I - __,�,-_ � 1 - , " � ---- 7; 1 / \( 1�1 CURB z \ I N \ N � " ,\ , \ " " \ 1-1 "I I , , , , \ ,,, ♦\ \� -\ I -i-� I I I 1 - � '. ,I t,"� t, 1� 11-- X >, / '\/ "', / � \ 1, 11 , � , � t i -L-­ . , 1 2 \ "\, / - � I 1� � 1� -11, 11 't � 1, I ♦ I \ I�Z��,__ 'N "Z,- __ _,"', *' - /\� N> - 11 - X ,\,�/ f I 10 - <" >,, ,,- I . x � I - /,- -\ , , - z __,_-,�c-\ / , ,<, ,>\,/ ,<, \/ \ -\\/, °,.. x t , -li , �- "H - 1� ��l ­_ � - I , '" 1� 1, r ��ill� 417'\'�& - _­C. \ , , /\ " Ile, 1-- � ",,��,t-,(,,l , /^---,.I � 0 k'* 0 "", �� .�-_ ,;, � 11 - , - - _1 ------- i --- I I'< N I .,� - - I - I �­_­__ ----! I .11 ,- \ -\- Zj -+----4---?-:T- t , ,.I � 0 k'* - ,. A - / , V,,,_,,�Z� � ,-�_v =_� ,.I � 0 k'* � --, , , \ -, ,.I � 0 k'* � ,.I � 0 k'* � I I ,- , - , 0 -, /� I <� �,/ , /k�i , -, , -, /\ ,>\<, \, - /,\ " - -\ -` `-�� >,� 0 -, ", _ - - -­� ,,, " >, , � c - >� , ,,, "', / ,x, ,4 , r, "'.5. I , --f - ____f - 11 , 1� � �, ,<� \ -\", , \ " �-:-_��--­r -_ ­_ -,--.�,�l---r--,-,------�i----,�------- � � t I I I , ;; � --�- N --7- \ --/ --- - / -- / >\ / ,X ;,/,_ / , - I - r --j--­-- �,---,i"'�--�----�-,----4�--'-- . - - 'I I, - I , - , "", " " ,�, , __ ; , ---.Ik .. I I I � , I I i - , Ix - \ ll� ` ", _-��-- >\, , �\ ", ./ \_ - - _r= I .-I'l-I.- " k ,\ � � \ _/ <, / 1� � I � I t I I -,,�\,\/ XN \ /A,� >,,,,, `> " , ! /I,- 1, \ ___ �,I, � , / , I - x, \ . ,_2 , � 1 - -r-­ I � ­_+ " 'L-1--t ­-, -� , ------ z . V -< "I - , '�\ I - - ______� �_ �, 1, " - +� , ,--- - - - ---- -�___,_�__�L_L_ _:_�__;-- � ___l � \ ,` , , � __ ", , "I, - \/ I , '. :� -, , �� , , - <'�� ,� , ��_ i I - "S, � "S , , \ - vol, pq I t" " !b& - ITA*,� )�, r,:9 " "', " � >,:I�f I " _,_ o " � , I - ,q i - , i / " ki , , 'J., "K, - V, • , v � , " - �� I -.-" �', / 11 , , , ---- lz � , -a,,e- I "' I'll , " �,�, I A�56, , 01, ,r �,4� , J, f';�My: 'V�$� #'-wq',,,f' , �t �� / \,� / ,�ill K -, __ �� , , 1� /> �_­_ __­_j � -, " , , \ . - , , - _­l__L ` >,, \ /_ , I WITH � - "I \ 1, 'P ,',KINQ \ \ , , , \ -,, \ ,,, \- " ,, 1, � ,\" , , -\ ,\ ,\\ , \ \ \ ,� \:i� , , r 'r ---7- -I,/ , " \ , R \ ,, , \ \ , , \�/\_, \ \ \ , \ \ \ \ \ � , \� � %, \A , \ \ \ \ � , \'� " ,\\ \ \ , -\ 1\ \ % - - - - - - I - OF PARKING � 11 ,,.--,.;--- __­:�1-- �l , \ \ \ \ � I , \ ♦ \ \ ., \ , , �\ , I \ ', � ,p 'TV ' V .- " Z I& ., 1'� ',�, 1, \ \ \ ,�,, ,4' ,-,�� �,,>, :`\ �!k\ ,,�, , , t , x RTIL_ % �l :�N / �� \ k , _ __n _p -, 0 •�\ 0 ,�i,,, , , , "e�, - _4 �-.-,/ \�,, / A , ., -4- /'-�t"-"- /,\i JJ . . // \ -e " , 'grl� t Ww; I '\',"e " !,, , " / "I ,!/"A / /\ - � I "ex ;, , �, , , 11 �_ - _14 I- " 0 , � I? , `� -1 11N " , �(_ w I \i& - _- "'it, " , , / i6\\, , � - 'd i , •,� " iii -, , &,"', , I xgii I_ I �', -1/"-\,., 4 * - , , 4 : ��, r 1- ,0,tl��& , . " , , " , , . , 0, I w 0 , "i �, _,� 0 u g i., �� "t / -, 11 � 'jR% � , m_�.J LI P X� Ng � , ,� I - � 11 i_�`/ 130 -\,t,- _\�,­, 10��"< , N , " :1� Vi - - 1� , I :14 : ',�,�_ / - tl < I \ / I M, ,/ _ ::�?,_ , - , �",�� / - - � , - _ � I - / , /, r " </ � , - - -,-- I � I I � :L __ - \ " � i,% , >, " \ , " , � r , /I - ;,9 �l � 4-- I I , I'll � � '< , , +�r� I * ��._ - I - I ll� CHILDREN I' =! 7 -1 " ♦ - � 'X Ix __\�\/'ll - - -, / x � ey� ]_-�--J. ,.--+ - - it I / \ 1, _z__�_1�1_6�! ; -m-otw- ;,5 �? -m,7�qj - _4", - _-4�.__�­---� 1, "I'\x, ,",x. \ I . I < - � T _,�__, ­�­­ . " - ____ .1 - - I X /_\ /­� 1, li� _____ . . - -I'-,- ___4___ -_ �r � \,. , . ,44,t, \ I �� ell , I - "I , " " - / , I I,,, , ,-", )" � I" ­ ", _� _-?0--::,-f---r--A , --- "I - - � , - , '\ ,v N , � \ N, - , , , , - / , -< , ,,--,,,��nvl_-, -- --r-- - I 'i-, ­)v�, i \ I voli __ 1� x " >11el , , , , " I - � - . 'X ' /"" 1> � i i 'I �l i , ,� \lx, ,.�\� / •\,��/ " .> , , � -11 r���""/, I" / / \ / , ,!"V7' 1 I, 11 I _,e��_ . \ ��, ,,< ­�\, ,�, ,^< 7 �_- , I PLAY , / \I� < r_l� ON ". 1 '7��, ­��, " �� � --- . ,I 1 1 \ , � , � I �, - - - ,--,- - , / ___�_, s� 11 I � I", , - " / ,; -1-ldl- -_ -- _� - ­ -- --r, � I TION -1 � ,� , , " � 1,vl - ­�, , 1� , - ,�x , �,, � �Z�­--­- ,.-- I- v,-,- - ',-7a�'4.0�v�- ti - !--4--- 1 . __:7�___l 3 x = v \ ��_ , <� / � V .\ l< - II-1 - -, - I �% � ,�� X� -"-- , - K ,)/-, , S. _-, AREA �, \-- �� _>1 ll I >\ _51,;_ k i , I CONNECT ADDITIONAL 6' STEEL IRRIGA \ � -, �, 1�' l< "", , Za, - I _� _--l-1-1, _��l - I . t �,�,- - : - � , ,"', -t:, , , / , -- :i�_J, --- -1 , '. - ___ � � \ I I I � __ __ ; - I I ----- 1 4 " . 11, ! ___ ,��_ _,­ ­�--1 __­l­_'_�lll__=._ , " \ / ,/-\,­ 1, / -, , / - �i'z, - �, z� 1 _77 -1 _i_ . -- -- . - I-,-- -, �i . T ,\,�, , I, I - --"-, - I I 1. /1" >�7-' _ , - - �ZL� -, - 1� . >1 I " -,/'<� , 11\ ,> ,_ - 1. -,I--- _ - .��-,,�_--��,Z-, _ ­_ , �, `1 EVE TO TERMINATING NORTH END AND - , - 'IV 11 " \ ",_1 � t" \ � '� � ",/ \ ,,- , ", :]:::�--� A_- __ V41 �Z�,a,� ot��& - ,;, � �l >,� /,- -, t� 31/,:,7r77�21,_�z:�; 11 , , SL --,, --<N < > / ', "" __ - � -- � I I -,, �, ,\ , , !,'� , g / _ _ _, � -_ -- - -_ - - ­--4 � �, , I I _ Q �z d-u:l ��� - - I A � � >�.\. , * �, �__:�� EXTE \< - _4 .�� I I- --v � _ _­ ,__+__� � - 'A 6 - , t, � \ , �' , , � -, � -, - _F_ -- ND 6" STEEL IRRIGATION SLEEVE 6 FEET I—- I __ t-1 - -, 2tuly r , " 1 I ,)\ \e-',<� - ---!a��--�--�­­l ,4r, V_�,,,��_� _A � " 'k � �_, - , ­ LL OF BUILDING. _aw-, \', \ > � >11 / > / \/\--<, - I �, `�,�, _w � _­ �t_l - - � . " f /', /,, - - i , _� lvvw_�0?9 __T , _ ::� �.-- - _/ x , -- .____� �._-- I _�)­ --- _,��--- -,, 7 w , < � 40""�-Qr, I ,� .T - ,- _+ 1-1 I - , N(l I N' I ,- - � I --- �__,�,5�_l '2�, - - l'_l7l1_?%_l�_v�___, .- It _k___, - --4- --- - 1� � "I i - ,"_ \ BEYOND FACE OF NORTH WA ,,�_ " , , _\ 11 I , - _. - , _c j � -, 1<1 " % - " , -- .__4:::::::: ::I-� I / " � _�� . " - ­­­'��­-,-:_, --- _�_— ----i - _ I _\ - '_ __ - ______ 2,, --� -,- . _,_tt_: -_ -I � , I 1\ , �, I �_�l - 7 � , � I -4--- __F�, " _t 7- � __ � - - � < -, f " ,_ I ­ '), -\ . � - �h _�_ -1 -�? Z"T_ -- _41- - _. i ,Z;""4 - � - __� v __k____ - --- - - , _ ,- __ � I I "I'll ", I X. - g,� - -5�,Ja�",f�­ - - , -_ . I I f 11 � ,�, �, I `11_`,L� ,za�z,��, ��,p� -,---- �7n�_ ___! � � - I 11 _/ 4, ,\ / I ' , - / I_ - , , 7Vi�2�' _t I /,- ,�, ,- \"- - ­:�:�;��,�_::�_,--- - .a�,V' Z �,' Z lz�?m_`�__�- " � \ ,c >1 i I <� �=_ -_ . - '_ .�,;�,:F� I I _�_ I --- __) I \% _--- � ­( �,�.,, , ,-\>\</ , I .11 ,` -11 -1 - - - ___k -, , � __­ - 4­1 , __��­ --- -- I .. _% --- ___-; '_­____ -1-t -- - - - jl,;�� - - S, Z e , g4-- --� � 1, -1 / ,X, ^,,. /' I I./I I`, I f - ��_ - -- - 7— _­ --" �� _. I \ I - -, ,/ ��,,, , I - N T-1 1. A / N X/ > ll�,l', __ � , � < , - __,� , r . � , , I? x \1 \ '\ ��, , - — '' %_* — ?:�'j:7 — % - �l � "' " '\ _.�,----,r�,,� ,�� � �>., ,� - " \,"',-, \___:�----:�;; "'W­ 7��;tg 4�!T_ _ ___--�- �� —1 � '-'---� I t �, A\ - � T. _s , I \,� -< , >\ \,, �:�� f�__- - , , , -_ I 11 I , ', , � -�, ��,_,- ,�-:;� --- --t- , f -_� - l-,::', - ---::;- I ;�� '&I- - , -f- - /, \/ \ _/ I . ,< - ­�­r,­ � I i _/ /, 1 ­_7_� �­ - _wz��­ -I, 1:: - - , __ ,0,,�.. , 1, / -, I �_ ------, I ", --- - - ... .. � -A-­-­ ___--+-1-­---��_'­__ - I __ __ - -- ,�4 g� , 'A __,-,-,-; ____�7 1 _,�--- , '. - - t, ___lk _-It-_ ---' t� - - _ ,,,,,, V., � I " �, ,,,,, I ) / ';� �,��_ � . -1 �. - -- �­­ ­­ ­ _r " __ I - -_ -_ __ � t — - I 7 t �� - I - , _::_� -- �­ - _. -__­- - 1, . ­1 -- __� 11 I - r 11 S--C", - \ I I/ - ,; - - ,�� ­-_� - � '). c ,,,-,, / I - - //, --'�,it� 1 .,--- " -_ I& I � ­ Ile , _-, �_ � 11'', - IZZ9 - - __ , � 1 ---%7 � - _� - - , , ; - I, --< 0 k __ -- ::��;;�Z­----�:;:�­t - - - - '__ - -\\ ,4 � , , , -, ---t- "" I - 7A;Opy­�-:�,__ -1 -4 - __ ---i ,I 1. --. -c..'. � I - - -1 X � , 1- I-- -7::­­� , " - __ - ,,- , A "I , -� ;16___ ., , ,�, ----7 -, ­� ­­ .1­17�: - , _\ � --- -­,�:, -- , ,x/ \ , .". I w --- - � - 1� \ I , ,,,, �- �,,,,/>' - , - 1, I �__� � 't __ ,/ - ('�� - , />\" \< ?I - , / ,,-- - I /\ I ,z ___11� - ,,- >,/, jjj x �V . -6 -)0- >, --, \< x >, \ wi/� I- - 7� � _�- � _j f, i � -t.- - _- � I tl� /' I , " - z ___ - tw,?Zl W�f - - -I ��p ... -, �j 1 - �� - _:;� ­ .- ___ _ - - , - 4- 1 ­ 6 2Z,J,a,� _11-7 11-- I- V­ -I----- __ - I � , t ,_ \ � , ­, -g� -_-lm-�-- , "--,, � - , .41 --,VA�,�,-�--i�-.!���k---___��.-� - i --- , � _� A, I --,_ - - _�xl, N ,x" -,< x V. 4 -1 --.-- 0/1 ;5'_�` " ---'--- Ir- t __ 11 - _1 I : � , >1 - 'k � � - --- -�_ - - � '� -V ­ I I ) �1_j _-­ )� / %. x /\< �\ 1�/ �,, - , r_:s ___ _;;l -7r,g I __ _:, 20 1 -------T _J��_�-- 1, _A .� , , , i :,. / , ,�� I _�_,_ - __ ._ - __ __� -A, " \, ,Z , . %,,Oi� __ I,,,Z ,gl" 1, , , , - R -_ , , \ - . ,!a , -, -A -_ - -1 "i � r z i % I --- / \ -x //^'-, \�, I � ,2.2� � A � i, � � , - � - - ------- � ,--- �:�: __ ! - , � i, _��__llt, , - ___ �: - -- , I 11 I - v ,A-- -, -,-- , �_A •� "--r! i 11 �! � i �! __�� _­�l - - �jg_4_�,�_1�4 - , _l -V"7 -1 - � - - . - - _zf I ��, _4�T ----- - • - ----2, -,-,------, ' I ­ � i --j--,I __ - y , . - -A­ ­ I ,��rt­ I ,,,, ��u -.-- �"_,. - � ✓ - - _­� 4 - ", � ___ -11 i 1�__ � \/ " \\,� -,-, "," ", , - -, - , , . 1�, 1�� , W 07 - 1��i - --- -_ -� It , , � I I I -� -/ - Iff - -_ . � - � - �14,_I__l 1�1 I ____< , I ♦ � / -,, � " " _ � - _:_�_ --,-.,-: .i - ,�_ �, , � \ ,x , , , - ; I "I IN /\ / __ _� I I , I ­k---- -4- I , - _ - 1�__�� i __ --- - Zv , - -� � __ '7�: __ - t _-, , � ,I , , ! i i 1-l"'Ll, l_`J-il-,- � - ; , I \ / 1> � - � ; -�---�: -1, - - !I- , -)t? _,-,_,,I- )�� -\ - __ ___r:�­-4, " - '' _�� / � _� - \ it- �l 1, - , , - � I -, / . - , Z� , "I ___ �_%_ _� _,_��, i _1 ,­ - /\< - - it. � -I-,--- , - ,�,, /' ,_ �:,�aw --il- r -1 1 i - - 4� --- -, , , , - ':-7_'­­_'T_7�� _­ -- -- �-�-- - - -.-,- -- 4 - i . , ,< I '\ Z�lv_ - - 11" � I 1� 1-4 -1 _� - ­-T � ,\ >. ,\ 1� k ,4 Z, - _­_::� ?\ P, C Y, - v 'I ___z_e_lx_j�U I -, - --I- -- __:: -4 1 ,---T,- - ----­ _t_:n I .1 , "I V ,4��__zzv-­ �__ ____ - I '. _,� ,I - __ _,--��, -:�: -_ �Op,o ---t- t_ _ *is- , --�, A " -, y -, /\ " . k __ __ � _� I - / p ­ . - __�_ __ ­,,__n11_1 I -��---I- 1 __�_ - ::��_�_ �� "IlIx/ .\, I / ­��,__ ­_ __...' zz,r,VZ�,-­--:� ,-V--- � n 'A I it 1 �_ " < -, \ \ ,� \z �tzs - IV_- I _�, __§_'� __ A\Qr,�j� r, V, ___ ­-\ `----�-, ----- , __�_ - -,, 4 - �_ --- I _1�1_ ,\ - , � `� '�'144_��__f��_ - , - , , - _J�, RAlL?%OA,D I \, , _�_ .1 n7 ��0_1 � , - c_ )(� ,---_­­---�--!F_�:lR'_-� -- R - -_ �_-_�_I- 11 I 1> , z,�v -__ I L � I ovu- - \ , __ _A!�, IT" ,� 7: -21- ___�_ - I � ,\ *1 � x ,7 -Z - - - . _:::��k_ ��_��� I . • / , - , � I , , , -i - - - - � -T ­7:�;�----- 2�� 1 / ", / / _6 _0 - _ __rg, g�'�Z4 -1, I -- - - _ _ _, j - � :_�_ - � 3 e74 ' . a I - / -- I - ... - I I ----:---- -�,�'__13- ��_--- - IF Ai _-- , . .F �-­lv--,:!::�_,, --- - � - - _- - - h 0 !� - t : I } 0 .J m 41 � - 1� I uj Z, i ij " i� , uj C � - � I - ",.-- - � I- , 11 I k • I ,I � 1 L�,--- ­, .� - 1. uJ � 'r Z , '. i � I 11 \ .j °", t, I � I " ,a ,� " = - i_0___ )_ ��- a , 'L j �__ ­­ , - lc � � II!_ < " - ��__,� 7. " ,I I I i 11 �� ? t, . I�i,lt �� 1, , � i!l 1 1 , , " i I , 3, � , I � w _. . -71'k- " , " li , �ti 1s �i i, i,; � " � I I 'I - I i h 1, � I ii,! ,,, N 1, 1 ,,, / " s � , ,,, ,,, , _� , 4 � , ,,-- t,- - - . t � �,�,� - ,%t , c '7� I- -- ,�-- ­W,,�IZ, I--- , - _5-,_-_I,�:�-:�� -, _ I - ,___­�'_ ---'- - , - , ­--� _-_ �_- - �_ - _- �­_­- � 1 13.01' 1 1 — — ��l I _____ !_�� I I I — ------- x — 1 - __ 11 ___:,_�l .__ I - "' , ::1" I __ - ;; - —,----- - I__ ,-- i - , - _.. - =71_1,�­ TIE TO EXISTING CHAIN FEN-CE -CORNER � BY OTHERS. , ", I 1-1 �.t '\\ x '\,-, , ) 11 I it 11 tj ­ I - I. i I I - i : � t! i , ;; i I I ii ; 1 1 t � I I i s t P I I E SCALE: 1 " = 40' 40 20 0 40 - 80 -Am= I � MIMM I ,, � - - - �' "I'll, ,�.,­- I __­ .�_ T 'r- __ ----t::� ,.__?.•.. _ ­ . , , , , . - � _-� - --- , - - i �---` - - -- �j - ��. ,___ - � 1 - "I .. �_-� �__­ -- �� :, - - - \\/ '/' 2%0R,_,� - 7 P, v t, � �.­::::!��-­ ___?�:_ , _ � !� ,0 ,---- - - ___ __ - __ -A 11 — . - _6;�� -, __- - . � __ , _ ___ ,::� , I ..::4 ��'. . ,�. , / - i - , - o � - - . .1 - ­A -- - - - :::�� - I -E . I ��Z_ � ____ _�-� �____ s _: `,_­ -I-- -� - - k.v - - - �, __�_ I __ , ----e -I- t�_� .__-----t _ _1�� <�rwI, - - - - - zgwz ��--, , - _77 ��_�--_ \4 1 C E ----A-- f!�7v__ . - -v -- 4 " ----�- __ 11 _:_, ­1 -1 - .... ,V,2 Vz� _ - __ ___, - -1 _1­ �_---t ­­ ,:�_ ­­� - - 0 i_----��-­."_ " - , 1_� - . �:�_t_t:7_1; ­ - _,_:w_i . _ �w, Z� - t:�_ - _­t Jii - ,-L'�' I �7 E F, _� __:__�,__�___ -1 --- -_ -t- . ­ I -!Z- 4�': - _lx __ _- I � "I - 710-zov - I _ --- I—- - - � - :�it _ _� - - -_ . I 0 - ___ i--- . - - - 4, -- , , __.� _ _ :-l- �T _��___-,_ _­­- ­ , s � _- - 'ov --, , �t__�__ - _� __� -`� - -_ .4 - --- I : , �­ -, -- I __ ___� - -t�: ��-- ,,---- :��_T--_I' V_174,"11,----,4--'-4_z�_ ---, .:�,_ I . - - E __�,_r _- ��. lvzzollal .--- r _. 11 :�--- ,-"- ----- ___ __11r.- . -_::�� - -�t 3:�,:, , - � _��,77::�:� - ---�' - _A­ __ - __ ___ ___ --k­ _-_lI­­ ­-�- _��, 1-__�!- - � 11 - .- . , � - __ ,�__ -, V�:: --- 8' HIGH CHAIN LINK FENCE BY OTHERS ALONG B.N.S.F. RAILROAD __ - ___- - __4 - -- -� -- - , V . � - I I,- I -__� _- _-, -- I - --- .. _­ , - __ -­--l'::�:I- -�- 0 . ___ p �_ - � __� --)( - A_ ,I ^O �u - -:::�:`-, 20' - _,_�� , ,___l--� t --t----.:�­- _� ,-�_ �_::::� - \Alu,,R _I -, - �,-:-71, -A * " N 6 �. _�� __�_ 7_�r]l_i_.:t_A.____ 3 ,,_--A--,_-lt- ­___i_� I 1 ­r�__�--74�:-­ _-__�___�._��_.�_ . . .- I 1 1 1 ---\__sU_ 14 __ - - _ - � +. __ __ t I ___ ----t __ . i--- __:_1 _____ ____, I t4-T -,I _- ---�---�� TIE TO EXISTING 6' HIGH I i ! i 11 I I— 1---:,. 4-��_-�--- ---`�- , - . lk i I � , - -i _ - I t -.-- L__ t-::,� 1�__ __� _i_.:�� ---I - _1­­ , - - . , _11- \ . ­ — _1_� pt,�IGLE Pol _:�-�� I __ �___ -,--- ---- I' _--,Ir-- _.__-4,.--­ CHAIN LINK FENCE BY OTHERS. ----, I __ __�_� - ___� � i_____ ------� � _r-,- L :,-- _-t­:�_ t, 4_:� 1 . i----- ! I--,, I ----r-­-------­i­--f­ - ----,\ ___--:� -�- - � I LL --- _r__I ___lt__+____j__ /_­_ --� ; _-4---l­-- ­4- , .__�,_ . _t__l­_,_, I ' , 7�:I___�_ --y ___ - Z�1_�_,�A- • -,"r------t - - _ I I _�-. ;- -, t_,__�_�____j___J­ _-4- -lL­-4-_4_,_4____i.. _ - � ) - - . _i__ .- --i- --I-- 1 � 't-- . ---..---) f\______D `(___ �_ - �� __ _j,__� _�_,__Z�­__T!_ I -- _____� � -1------. q _t ,EM�2�A4 I - r - - - I , _� " - 4 _-� - . I . \2. I C0Sj , ___,______-___, - + I -.-- 3 I ! t_-­- NOTES- 1. REFER TO ENGINEER'S "O" STREET UNDERCROSSING PLANS (RR-3) FOR INVERT AND STATIONING OF EL PIPE SLEEVE: VERIFY EXACT LOCATION OF EXISTING 6" STEEL IRRIGATION SLEEVE (BY OTHERS) ELBOW HD - - FENCING LEGEND I SYMBOL MANUFACTURER DESCRIPTION _x_ X_ (SEE DETAIL C) 8' HIGH CHAIN — SEE SHEET C2.06 — LINK FENCE -a— _D_ I (SEE DETAILS D & E) 1 81 HIGH DECORATIVE SEE SHEET C9_06 METAL FENCE I I - _____l' ! I 1 i I i i j j __L_+-4-�J _T ) I I 11 i i I I I ( ­--� � 1 I I _-I . I / i 1 1 1 �_� I I ; I 1 . i I I i I i i i i I I ! i ,I � ��_ ­ - 5 ; 1 i I I j; LJ L., L__ I ! 1_�l - -�' � - I � T-F I i I I I ------- 1 I 11 t I - .. -, - - -_ I il -.1 -,----------, I I I / \ - I ---- L_ _ 1, . 1 _.______x_-4—%- ----X--- I , --= - , --I \, 'I , , . ----u== z= I I I - ­�I -. - �----__- __4 -- __& -_ --­_ ---+_r�--_ -- _- -� -_- 4 1I 7 - _t'- ,.i,- ___ "-.l'---"--"-�"-.�-----[---t---,,---i-.-,---,--.. - ------- t_l ------ i<______ , 1. � ��____lt_; " -#7 ­t- -­t�-_ -"- I , �_ --=- -_ -­��-t� I 4 . i ; - i i I -� I ---- 1­ ­ , i 'i --i-- .-",�-,-,-i-,--4---�.L--I---.-i ------ �__­t-_�,'__? ,-g- ,;�:� . ­__.l+_.----�-­, . I ,----�----i----;------4----+-�---�.---4---- I AND INSERT A 3" SCHED 40 PVC MAINLINE INSIDE ME EN11mr- U-141101ri; I I I------- I-----"----- ---___-­- WITH 3* SCHED 40 PVC MAINLINE ON BOTH ENDS OF THE 6- STEEL PIPE. . \ l\_�___l._____ CAP OFF BOTH ENDS D FLAG LOCATIONS FOR LANDSCAPE CONTRACTOR'S . I I I L,-.-) - ��__Z::�_ . . I IRRIGATION MAINLINE CONNECTION. SLEEVE LEGEND 2, REFER To CIRCULAR RING PLANTER DETAIL ON ARCHITECT'S PLANS:- CONTRACTOR SHALL INSTALL SCHED 40 PVC IRRIGATION SLEEVE INTERSECTING EACH PLANTER FOR THE ENTIRE LENGTH AS SHOWN ON THIS PLAN. CONTRACTOR SHAH VERIFY AND STAKE EXACT LOCATION OF EACH PLANTER PRIOR TO INSTALLING SCHED 40 PVC SLEEVE. AFTER SHED 40 PVC HAS BEEN INSTALLED ED UNDER PLANTERS, CONTRACTOR SHALL INSERT THROUGH THE SLEEVE A 2" SCHED 40 PVC LATERAL. CONTRACTOR SHALL CUT T PLANTER LOCATIONS (TYP) AND ELBOW UP INSIDE WERE FUTURE PLANTER WlIJ BE LOCATED, AND CAP OFF. IRRIGATION . MANUFACTURER DESCRIPTION EXISTING 'e ­STEEL -.-.-.-.- SEE NOTE #1 IRRIGATION SLEEVE BY OTHERS _ UP, -01, I— I PW PIPE 6" IRRIGATION El, = SCHEDULE 40 PVC SLEEVING (TYPICAL) PW PIPE 6" FOUNTAIN ww�tmt�'i� SLEEVING SCHEDULE 40 PVC — PROPOSED FENCE 11 ,. _ _ 0.5' - /­H DETAIL !, ltC �O5 SCALE: 1 =20, t I , j_-_--�__ ,� I " � _1 - I 1. —N .----z — __ _ ­ _ - 4 — __ -.-- - ­ , , � �� ,,, � i i �� w H ♦ 1, t I � � � I - -, I I;-, :,, ,`�ll I � � i , . � I N� ; 1� I . 1- -T � I I � I lr I � - t, , �l I----- i!l h H ','��, �, � j 1, I �� " I I I ; I i k -1 i'_- F � �l TI--l", I i -,, t i ,� I I I I I I z i I v � 1�`! '' � � I , "" � uj z j . I - . � 1, I I �i h t" ,,, "i" " � � > � ­ __ I I I— I I c I 7 I i i , I � " f W , - �` I � t;l� I , — w � 4" 1 1 � I � '! 5 " --,--" - - 't -- -- -,- I w , . I— "I t - I . t - � w .. � I - .... - I l__-:_"5 � i, I, � , "I---- I - I � -- * , -, , �� , - �� �__,',., I 1�� � I -- I �­ - --..,-- .1 ; I I - I! �;,� I __,­ ­_ . . I tk� - �_ — I - �- -k _-3t-­ �t , - I �,'� L - , - - � , _- ,4 �\ U ,_�r �, I,'-- - -,-" - --I-, I --T __ .... 11 , ul -1 !", ,. -_ :I----- -_ I � ---'T-- __ , __ i __0 __�:�_ I _­ - s � . z � - - li .j �­` " , � tl� , !� ­ I � - _ � i 5 rr � I I 11 I '!I zj I I I I I-,; I I I � - I x i 11 ­ -_ 11 I " 11" I I . - I -1 . I 11 - " -- I-,--- , --- �i__ -, I , .. :::! I I� --t �� - - ____ ­1 I I I � ___ I -- I () - - I - I 1 4 4 ��, ­ , __t. - ­t -i ­_­ , __ _- - ---,! . ­"--t �: ,� I -, _7,_'_---- - - I ,- - __11-1- ! t- - --- � � _'A - ­- ­ - - -1 i I IImm ["7 ­­__-,_ -- ----- -- ­ I ;-, �. 1 ­ -.-,-" � � __ i, __ ,; " __ _ �' < - 14� --- t � t, __ I , T I ,--- _­l­_.__i I -, - ___.�___ --,---- - � - __ __i, - - -1 __ 2 - - -1 , ­­­ - - - :-- -,4� -�-:�7­�­ �-_ _- t , I ,III _* 4 - I � --- t�; ; j - l_ _ , , 2 t I 11 .1 � , I,, 1 I ,�' I �k , M i I � �l t � , I , I w. � - . - - - . I- --- OE - . - , � � � I I � , I ,,, � � � 4 , i � � i j, 4"; � �, � , 1 1 1 , I , I - �l t . ­e I * -- i ill 11 i � � , � - I 1 z I I , I �,! I , � I 1 1 t I 1 1, 11 . f � I � I I ��, � " � � (c) IM Ras 1-1 AG@Oddm AfddII9ft ProNot Amtrak Station I i � , , � .� � t 11 ! 1, � -W, 1 2001 *ELAN CL • BAKOGW .-CAUFORNIA • 93309 • (661) 834-4814 0 19" 1 � , ' in Saga Monica Blvd, Wh 300 . Santa Monica, CA 90404 1 310.82&6876 fax 1 3=28-15885 tel . : � I &*emW CA I — 5 2ND BID SUBMITTAL 6/22/99 4 BID SUBMITTAL — 3/15/99 3 PLAN CHECK - 3/3/99 2 50% CONSTRUCTION DOCUMENTS 2/15/99 1 100% DESIGN DEVELOPMENT 12/18/98. I ft I Dmxloflon - I Dete v 0": - S.S,Jjj�v� % . ✓ ..7 . ....... �, ,17 1�) , N I I ,� " • . ,(" � � . ;." 1, �, ��,, I- � ,tj I x , I No. a,'_,04 ) ,- * . ex p. 3.311 (" I ��! \\-., _.� ­1 ,-- � I,:,. to �- CjF �, 'A ,�,�� ,� 9" Mft FENCING & IRRIGATION LA LE Daft 12 P, g 19,y sods 1"=40' Projed Numbw b 98-143 CAD F JE31LS11.DWG — I 8" R~ " - 2.0 5 yy- 1s� -71'k- " , " li , �ti 1s �i i, i,; � " � I I 'I - I i h 1, � I ii,! ,,, N 1, 1 ,,, / " s � , ,,, ,,, , _� , 4 � , ,,-- t,- - - . t � �,�,� - ,%t , c '7� I- -- ,�-- ­W,,�IZ, I--- , - _5-,_-_I,�:�-:�� -, _ I - ,___­�'_ ---'- - , - , ­--� _-_ �_- - �_ - _- �­_­- � 1 13.01' 1 1 — — ��l I _____ !_�� I I I — ------- x — 1 - __ 11 ___:,_�l .__ I - "' , ::1" I __ - ;; - —,----- - I__ ,-- i - , - _.. - =71_1,�­ TIE TO EXISTING CHAIN FEN-CE -CORNER � BY OTHERS. , ", I 1-1 �.t '\\ x '\,-, , ) 11 I it 11 tj ­ I - I. i I I - i : � t! i , ;; i I I ii ; 1 1 t � I I i s t P I I E SCALE: 1 " = 40' 40 20 0 40 - 80 -Am= I � MIMM I ,, � - - - �' "I'll, ,�.,­- I __­ .�_ T 'r- __ ----t::� ,.__?.•.. _ ­ . , , , , . - � _-� - --- , - - i �---` - - -- �j - ��. ,___ - � 1 - "I .. �_-� �__­ -- �� :, - - - \\/ '/' 2%0R,_,� - 7 P, v t, � �.­::::!��-­ ___?�:_ , _ � !� ,0 ,---- - - ___ __ - __ -A 11 — . - _6;�� -, __- - . � __ , _ ___ ,::� , I ..::4 ��'. . ,�. , / - i - , - o � - - . .1 - ­A -- - - - :::�� - I -E . I ��Z_ � ____ _�-� �____ s _: `,_­ -I-- -� - - k.v - - - �, __�_ I __ , ----e -I- t�_� .__-----t _ _1�� <�rwI, - - - - - zgwz ��--, , - _77 ��_�--_ \4 1 C E ----A-- f!�7v__ . - -v -- 4 " ----�- __ 11 _:_, ­1 -1 - .... ,V,2 Vz� _ - __ ___, - -1 _1­ �_---t ­­ ,:�_ ­­� - - 0 i_----��-­."_ " - , 1_� - . �:�_t_t:7_1; ­ - _,_:w_i . _ �w, Z� - t:�_ - _­t Jii - ,-L'�' I �7 E F, _� __:__�,__�___ -1 --- -_ -t- . ­ I -!Z- 4�': - _lx __ _- I � "I - 710-zov - I _ --- I—- - - � - :�it _ _� - - -_ . I 0 - ___ i--- . - - - 4, -- , , __.� _ _ :-l- �T _��___-,_ _­­- ­ , s � _- - 'ov --, , �t__�__ - _� __� -`� - -_ .4 - --- I : , �­ -, -- I __ ___� - -t�: ��-- ,,---- :��_T--_I' V_174,"11,----,4--'-4_z�_ ---, .:�,_ I . - - E __�,_r _- ��. lvzzollal .--- r _. 11 :�--- ,-"- ----- ___ __11r.- . -_::�� - -�t 3:�,:, , - � _��,77::�:� - ---�' - _A­ __ - __ ___ ___ --k­ _-_lI­­ ­-�- _��, 1-__�!- - � 11 - .- . , � - __ ,�__ -, V�:: --- 8' HIGH CHAIN LINK FENCE BY OTHERS ALONG B.N.S.F. RAILROAD __ - ___- - __4 - -- -� -- - , V . � - I I,- I -__� _- _-, -- I - --- .. _­ , - __ -­--l'::�:I- -�- 0 . ___ p �_ - � __� --)( - A_ ,I ^O �u - -:::�:`-, 20' - _,_�� , ,___l--� t --t----.:�­- _� ,-�_ �_::::� - \Alu,,R _I -, - �,-:-71, -A * " N 6 �. _�� __�_ 7_�r]l_i_.:t_A.____ 3 ,,_--A--,_-lt- ­___i_� I 1 ­r�__�--74�:-­ _-__�___�._��_.�_ . . .- I 1 1 1 ---\__sU_ 14 __ - - _ - � +. __ __ t I ___ ----t __ . i--- __:_1 _____ ____, I t4-T -,I _- ---�---�� TIE TO EXISTING 6' HIGH I i ! i 11 I I— 1---:,. 4-��_-�--- ---`�- , - . lk i I � , - -i _ - I t -.-- L__ t-::,� 1�__ __� _i_.:�� ---I - _1­­ , - - . , _11- \ . ­ — _1_� pt,�IGLE Pol _:�-�� I __ �___ -,--- ---- I' _--,Ir-- _.__-4,.--­ CHAIN LINK FENCE BY OTHERS. ----, I __ __�_� - ___� � i_____ ------� � _r-,- L :,-- _-t­:�_ t, 4_:� 1 . i----- ! I--,, I ----r-­-------­i­--f­ - ----,\ ___--:� -�- - � I LL --- _r__I ___lt__+____j__ /_­_ --� ; _-4---l­-- ­4- , .__�,_ . _t__l­_,_, I ' , 7�:I___�_ --y ___ - Z�1_�_,�A- • -,"r------t - - _ I I _�-. ;- -, t_,__�_�____j___J­ _-4- -lL­-4-_4_,_4____i.. _ - � ) - - . _i__ .- --i- --I-- 1 � 't-- . ---..---) f\______D `(___ �_ - �� __ _j,__� _�_,__Z�­__T!_ I -- _____� � -1------. q _t ,EM�2�A4 I - r - - - I , _� " - 4 _-� - . I . \2. I C0Sj , ___,______-___, - + I -.-- 3 I ! t_-­- NOTES- 1. REFER TO ENGINEER'S "O" STREET UNDERCROSSING PLANS (RR-3) FOR INVERT AND STATIONING OF EL PIPE SLEEVE: VERIFY EXACT LOCATION OF EXISTING 6" STEEL IRRIGATION SLEEVE (BY OTHERS) ELBOW HD - - FENCING LEGEND I SYMBOL MANUFACTURER DESCRIPTION _x_ X_ (SEE DETAIL C) 8' HIGH CHAIN — SEE SHEET C2.06 — LINK FENCE -a— _D_ I (SEE DETAILS D & E) 1 81 HIGH DECORATIVE SEE SHEET C9_06 METAL FENCE I I - _____l' ! I 1 i I i i j j __L_+-4-�J _T ) I I 11 i i I I I ( ­--� � 1 I I _-I . I / i 1 1 1 �_� I I ; I 1 . i I I i I i i i i I I ! i ,I � ��_ ­ - 5 ; 1 i I I j; LJ L., L__ I ! 1_�l - -�' � - I � T-F I i I I I ------- 1 I 11 t I - .. -, - - -_ I il -.1 -,----------, I I I / \ - I ---- L_ _ 1, . 1 _.______x_-4—%- ----X--- I , --= - , --I \, 'I , , . ----u== z= I I I - ­�I -. - �----__- __4 -- __& -_ --­_ ---+_r�--_ -- _- -� -_- 4 1I 7 - _t'- ,.i,- ___ "-.l'---"--"-�"-.�-----[---t---,,---i-.-,---,--.. - ------- t_l ------ i<______ , 1. � ��____lt_; " -#7 ­t- -­t�-_ -"- I , �_ --=- -_ -­��-t� I 4 . i ; - i i I -� I ---- 1­ ­ , i 'i --i-- .-",�-,-,-i-,--4---�.L--I---.-i ------ �__­t-_�,'__? ,-g- ,;�:� . ­__.l+_.----�-­, . I ,----�----i----;------4----+-�---�.---4---- I AND INSERT A 3" SCHED 40 PVC MAINLINE INSIDE ME EN11mr- U-141101ri; I I I------- I-----"----- ---___-­- WITH 3* SCHED 40 PVC MAINLINE ON BOTH ENDS OF THE 6- STEEL PIPE. . \ l\_�___l._____ CAP OFF BOTH ENDS D FLAG LOCATIONS FOR LANDSCAPE CONTRACTOR'S . I I I L,-.-) - ��__Z::�_ . . I IRRIGATION MAINLINE CONNECTION. SLEEVE LEGEND 2, REFER To CIRCULAR RING PLANTER DETAIL ON ARCHITECT'S PLANS:- CONTRACTOR SHALL INSTALL SCHED 40 PVC IRRIGATION SLEEVE INTERSECTING EACH PLANTER FOR THE ENTIRE LENGTH AS SHOWN ON THIS PLAN. CONTRACTOR SHAH VERIFY AND STAKE EXACT LOCATION OF EACH PLANTER PRIOR TO INSTALLING SCHED 40 PVC SLEEVE. AFTER SHED 40 PVC HAS BEEN INSTALLED ED UNDER PLANTERS, CONTRACTOR SHALL INSERT THROUGH THE SLEEVE A 2" SCHED 40 PVC LATERAL. CONTRACTOR SHALL CUT T PLANTER LOCATIONS (TYP) AND ELBOW UP INSIDE WERE FUTURE PLANTER WlIJ BE LOCATED, AND CAP OFF. IRRIGATION . MANUFACTURER DESCRIPTION EXISTING 'e ­STEEL -.-.-.-.- SEE NOTE #1 IRRIGATION SLEEVE BY OTHERS _ UP, -01, I— I PW PIPE 6" IRRIGATION El, = SCHEDULE 40 PVC SLEEVING (TYPICAL) PW PIPE 6" FOUNTAIN ww�tmt�'i� SLEEVING SCHEDULE 40 PVC — PROPOSED FENCE 11 ,. _ _ 0.5' - /­H DETAIL !, ltC �O5 SCALE: 1 =20, t I , j_-_--�__ ,� I " � _1 - I 1. —N .----z — __ _ ­ _ - 4 — __ -.-- - ­ , , � �� ,,, � i i �� w H ♦ 1, t I � � � I - -, I I;-, :,, ,`�ll I � � i , . � I N� ; 1� I . 1- -T � I I � I lr I � - t, , �l I----- i!l h H ','��, �, � j 1, I �� " I I I ; I i k -1 i'_- F � �l TI--l", I i -,, t i ,� I I I I I I z i I v � 1�`! '' � � I , "" � uj z j . I - . � 1, I I �i h t" ,,, "i" " � � > � ­ __ I I I— I I c I 7 I i i , I � " f W , - �` I � t;l� I , — w � 4" 1 1 � I � '! 5 " --,--" - - 't -- -- -,- I w , . I— "I t - I . t - � w .. � I - .... - I l__-:_"5 � i, I, � , "I---- I - I � -- * , -, , �� , - �� �__,',., I 1�� � I -- I �­ - --..,-- .1 ; I I - I! �;,� I __,­ ­_ . . I tk� - �_ — I - �- -k _-3t-­ �t , - I �,'� L - , - - � , _- ,4 �\ U ,_�r �, I,'-- - -,-" - --I-, I --T __ .... 11 , ul -1 !", ,. -_ :I----- -_ I � ---'T-- __ , __ i __0 __�:�_ I _­ - s � . z � - - li .j �­` " , � tl� , !� ­ I � - _ � i 5 rr � I I 11 I '!I zj I I I I I-,; I I I � - I x i 11 ­ -_ 11 I " 11" I I . - I -1 . I 11 - " -- I-,--- , --- �i__ -, I , .. :::! I I� --t �� - - ____ ­1 I I I � ___ I -- I () - - I - I 1 4 4 ��, ­ , __t. - ­t -i ­_­ , __ _- - ---,! . ­"--t �: ,� I -, _7,_'_---- - - I ,- - __11-1- ! t- - --- � � _'A - ­- ­ - - -1 i I IImm ["7 ­­__-,_ -- ----- -- ­ I ;-, �. 1 ­ -.-,-" � � __ i, __ ,; " __ _ �' < - 14� --- t � t, __ I , T I ,--- _­l­_.__i I -, - ___.�___ --,---- - � - __ __i, - - -1 __ 2 - - -1 , ­­­ - - - :-- -,4� -�-:�7­�­ �-_ _- t , I ,III _* 4 - I � --- t�; ; j - l_ _ , , 2 t I 11 .1 � , I,, 1 I ,�' I �k , M i I � �l t � , I , I w. � - . - - - . I- --- OE - . - , � � � I I � , I ,,, � � � 4 , i � � i j, 4"; � �, � , 1 1 1 , I , I - �l t . ­e I * -- i ill 11 i � � , � - I 1 z I I , I �,! I , � I 1 1 t I 1 1, 11 . f � I � I I ��, � " � � (c) IM Ras 1-1 AG@Oddm AfddII9ft ProNot Amtrak Station I i � , , � .� � t 11 ! 1, � -W, 1 2001 *ELAN CL • BAKOGW .-CAUFORNIA • 93309 • (661) 834-4814 0 19" 1 � , ' in Saga Monica Blvd, Wh 300 . Santa Monica, CA 90404 1 310.82&6876 fax 1 3=28-15885 tel . : � I &*emW CA I — 5 2ND BID SUBMITTAL 6/22/99 4 BID SUBMITTAL — 3/15/99 3 PLAN CHECK - 3/3/99 2 50% CONSTRUCTION DOCUMENTS 2/15/99 1 100% DESIGN DEVELOPMENT 12/18/98. I ft I Dmxloflon - I Dete v 0": - S.S,Jjj�v� % . ✓ ..7 . ....... �, ,17 1�) , N I I ,� " • . ,(" � � . ;." 1, �, ��,, I- � ,tj I x , I No. a,'_,04 ) ,- * . ex p. 3.311 (" I ��! \\-., _.� ­1 ,-- � I,:,. to �- CjF �, 'A ,�,�� ,� 9" Mft FENCING & IRRIGATION LA LE Daft 12 P, g 19,y sods 1"=40' Projed Numbw b 98-143 CAD F JE31LS11.DWG — I 8" R~ " - 2.0 5 yy- 1s� - _____l' ! I 1 i I i i j j __L_+-4-�J _T ) I I 11 i i I I I ( ­--� � 1 I I _-I . I / i 1 1 1 �_� I I ; I 1 . i I I i I i i i i I I ! i ,I � ��_ ­ - 5 ; 1 i I I j; LJ L., L__ I ! 1_�l - -�' � - I � T-F I i I I I ------- 1 I 11 t I - .. -, - - -_ I il -.1 -,----------, I I I / \ - I ---- L_ _ 1, . 1 _.______x_-4—%- ----X--- I , --= - , --I \, 'I , , . ----u== z= I I I - ­�I -. - �----__- __4 -- __& -_ --­_ ---+_r�--_ -- _- -� -_- 4 1I 7 - _t'- ,.i,- ___ "-.l'---"--"-�"-.�-----[---t---,,---i-.-,---,--.. - ------- t_l ------ i<______ , 1. � ��____lt_; " -#7 ­t- -­t�-_ -"- I , �_ --=- -_ -­��-t� I 4 . i ; - i i I -� I ---- 1­ ­ , i 'i --i-- .-",�-,-,-i-,--4---�.L--I---.-i ------ �__­t-_�,'__? ,-g- ,;�:� . ­__.l+_.----�-­, . I ,----�----i----;------4----+-�---�.---4---- I AND INSERT A 3" SCHED 40 PVC MAINLINE INSIDE ME EN11mr- U-141101ri; I I I------- I-----"----- ---___-­- WITH 3* SCHED 40 PVC MAINLINE ON BOTH ENDS OF THE 6- STEEL PIPE. . \ l\_�___l._____ CAP OFF BOTH ENDS D FLAG LOCATIONS FOR LANDSCAPE CONTRACTOR'S . I I I L,-.-) - ��__Z::�_ . . I IRRIGATION MAINLINE CONNECTION. SLEEVE LEGEND 2, REFER To CIRCULAR RING PLANTER DETAIL ON ARCHITECT'S PLANS:- CONTRACTOR SHALL INSTALL SCHED 40 PVC IRRIGATION SLEEVE INTERSECTING EACH PLANTER FOR THE ENTIRE LENGTH AS SHOWN ON THIS PLAN. CONTRACTOR SHAH VERIFY AND STAKE EXACT LOCATION OF EACH PLANTER PRIOR TO INSTALLING SCHED 40 PVC SLEEVE. AFTER SHED 40 PVC HAS BEEN INSTALLED ED UNDER PLANTERS, CONTRACTOR SHALL INSERT THROUGH THE SLEEVE A 2" SCHED 40 PVC LATERAL. CONTRACTOR SHALL CUT T PLANTER LOCATIONS (TYP) AND ELBOW UP INSIDE WERE FUTURE PLANTER WlIJ BE LOCATED, AND CAP OFF. IRRIGATION . MANUFACTURER DESCRIPTION EXISTING 'e ­STEEL -.-.-.-.- SEE NOTE #1 IRRIGATION SLEEVE BY OTHERS _ UP, -01, I— I PW PIPE 6" IRRIGATION El, = SCHEDULE 40 PVC SLEEVING (TYPICAL) PW PIPE 6" FOUNTAIN ww�tmt�'i� SLEEVING SCHEDULE 40 PVC — PROPOSED FENCE 11 ,. _ _ 0.5' - /­H DETAIL !, ltC �O5 SCALE: 1 =20, t I , j_-_--�__ ,� I " � _1 - I 1. —N .----z — __ _ ­ _ - 4 — __ -.-- - ­ , , � �� ,,, � i i �� w H ♦ 1, t I � � � I - -, I I;-, :,, ,`�ll I � � i , . � I N� ; 1� I . 1- -T � I I � I lr I � - t, , �l I----- i!l h H ','��, �, � j 1, I �� " I I I ; I i k -1 i'_- F � �l TI--l", I i -,, t i ,� I I I I I I z i I v � 1�`! '' � � I , "" � uj z j . I - . � 1, I I �i h t" ,,, "i" " � � > � ­ __ I I I— I I c I 7 I i i , I � " f W , - �` I � t;l� I , — w � 4" 1 1 � I � '! 5 " --,--" - - 't -- -- -,- I w , . I— "I t - I . t - � w .. � I - .... - I l__-:_"5 � i, I, � , "I---- I - I � -- * , -, , �� , - �� �__,',., I 1�� � I -- I �­ - --..,-- .1 ; I I - I! �;,� I __,­ ­_ . . I tk� - �_ — I - �- -k _-3t-­ �t , - I �,'� L - , - - � , _- ,4 �\ U ,_�r �, I,'-- - -,-" - --I-, I --T __ .... 11 , ul -1 !", ,. -_ :I----- -_ I � ---'T-- __ , __ i __0 __�:�_ I _­ - s � . z � - - li .j �­` " , � tl� , !� ­ I � - _ � i 5 rr � I I 11 I '!I zj I I I I I-,; I I I � - I x i 11 ­ -_ 11 I " 11" I I . - I -1 . I 11 - " -- I-,--- , --- �i__ -, I , .. :::! I I� --t �� - - ____ ­1 I I I � ___ I -- I () - - I - I 1 4 4 ��, ­ , __t. - ­t -i ­_­ , __ _- - ---,! . ­"--t �: ,� I -, _7,_'_---- - - I ,- - __11-1- ! t- - --- � � _'A - ­- ­ - - -1 i I IImm ["7 ­­__-,_ -- ----- -- ­ I ;-, �. 1 ­ -.-,-" � � __ i, __ ,; " __ _ �' < - 14� --- t � t, __ I , T I ,--- _­l­_.__i I -, - ___.�___ --,---- - � - __ __i, - - -1 __ 2 - - -1 , ­­­ - - - :-- -,4� -�-:�7­�­ �-_ _- t , I ,III _* 4 - I � --- t�; ; j - l_ _ , , 2 t I 11 .1 � , I,, 1 I ,�' I �k , M i I � �l t � , I , I w. � - . - - - . I- --- OE - . - , � � � I I � , I ,,, � � � 4 , i � � i j, 4"; � �, � , 1 1 1 , I , I - �l t . ­e I * -- i ill 11 i � � , � - I 1 z I I , I �,! I , � I 1 1 t I 1 1, 11 . f � I � I I ��, � " � � (c) IM Ras 1-1 AG@Oddm AfddII9ft ProNot Amtrak Station I i � , , � .� � t 11 ! 1, � -W, 1 2001 *ELAN CL • BAKOGW .-CAUFORNIA • 93309 • (661) 834-4814 0 19" 1 � , ' in Saga Monica Blvd, Wh 300 . Santa Monica, CA 90404 1 310.82&6876 fax 1 3=28-15885 tel . : � I &*emW CA I — 5 2ND BID SUBMITTAL 6/22/99 4 BID SUBMITTAL — 3/15/99 3 PLAN CHECK - 3/3/99 2 50% CONSTRUCTION DOCUMENTS 2/15/99 1 100% DESIGN DEVELOPMENT 12/18/98. I ft I Dmxloflon - I Dete v 0": - S.S,Jjj�v� % . ✓ ..7 . ....... �, ,17 1�) , N I I ,� " • . ,(" � � . ;." 1, �, ��,, I- � ,tj I x , I No. a,'_,04 ) ,- * . ex p. 3.311 (" I ��! \\-., _.� ­1 ,-- � I,:,. to �- CjF �, 'A ,�,�� ,� 9" Mft FENCING & IRRIGATION LA LE Daft 12 P, g 19,y sods 1"=40' Projed Numbw b 98-143 CAD F JE31LS11.DWG — I 8" R~ " - 2.0 5 yy- 1s� PROPOSED FENCE 11 ,. _ _ 0.5' - /­H DETAIL !, ltC �O5 SCALE: 1 =20, t I , j_-_--�__ ,� I " � _1 - I 1. —N .----z — __ _ ­ _ - 4 — __ -.-- - ­ , , � �� ,,, � i i �� w H ♦ 1, t I � � � I - -, I I;-, :,, ,`�ll I � � i , . � I N� ; 1� I . 1- -T � I I � I lr I � - t, , �l I----- i!l h H ','��, �, � j 1, I �� " I I I ; I i k -1 i'_- F � �l TI--l", I i -,, t i ,� I I I I I I z i I v � 1�`! '' � � I , "" � uj z j . I - . � 1, I I �i h t" ,,, "i" " � � > � ­ __ I I I— I I c I 7 I i i , I � " f W , - �` I � t;l� I , — w � 4" 1 1 � I � '! 5 " --,--" - - 't -- -- -,- I w , . I— "I t - I . t - � w .. � I - .... - I l__-:_"5 � i, I, � , "I---- I - I � -- * , -, , �� , - �� �__,',., I 1�� � I -- I �­ - --..,-- .1 ; I I - I! �;,� I __,­ ­_ . . I tk� - �_ — I - �- -k _-3t-­ �t , - I �,'� L - , - - � , _- ,4 �\ U ,_�r �, I,'-- - -,-" - --I-, I --T __ .... 11 , ul -1 !", ,. -_ :I----- -_ I � ---'T-- __ , __ i __0 __�:�_ I _­ - s � . z � - - li .j �­` " , � tl� , !� ­ I � - _ � i 5 rr � I I 11 I '!I zj I I I I I-,; I I I � - I x i 11 ­ -_ 11 I " 11" I I . - I -1 . I 11 - " -- I-,--- , --- �i__ -, I , .. :::! I I� --t �� - - ____ ­1 I I I � ___ I -- I () - - I - I 1 4 4 ��, ­ , __t. - ­t -i ­_­ , __ _- - ---,! . ­"--t �: ,� I -, _7,_'_---- - - I ,- - __11-1- ! t- - --- � � _'A - ­- ­ - - -1 i I IImm ["7 ­­__-,_ -- ----- -- ­ I ;-, �. 1 ­ -.-,-" � � __ i, __ ,; " __ _ �' < - 14� --- t � t, __ I , T I ,--- _­l­_.__i I -, - ___.�___ --,---- - � - __ __i, - - -1 __ 2 - - -1 , ­­­ - - - :-- -,4� -�-:�7­�­ �-_ _- t , I ,III _* 4 - I � --- t�; ; j - l_ _ , , 2 t I 11 .1 � , I,, 1 I ,�' I �k , M i I � �l t � , I , I w. � - . - - - . I- --- OE - . - , � � � I I � , I ,,, � � � 4 , i � � i j, 4"; � �, � , 1 1 1 , I , I - �l t . ­e I * -- i ill 11 i � � , � - I 1 z I I , I �,! I , � I 1 1 t I 1 1, 11 . f � I � I I ��, � " � � (c) IM Ras 1-1 AG@Oddm AfddII9ft ProNot Amtrak Station I i � , , � .� � t 11 ! 1, � -W, 1 2001 *ELAN CL • BAKOGW .-CAUFORNIA • 93309 • (661) 834-4814 0 19" 1 � , ' in Saga Monica Blvd, Wh 300 . Santa Monica, CA 90404 1 310.82&6876 fax 1 3=28-15885 tel . : � I &*emW CA I — 5 2ND BID SUBMITTAL 6/22/99 4 BID SUBMITTAL — 3/15/99 3 PLAN CHECK - 3/3/99 2 50% CONSTRUCTION DOCUMENTS 2/15/99 1 100% DESIGN DEVELOPMENT 12/18/98. I ft I Dmxloflon - I Dete v 0": - S.S,Jjj�v� % . ✓ ..7 . ....... �, ,17 1�) , N I I ,� " • . ,(" � � . ;." 1, �, ��,, I- � ,tj I x , I No. a,'_,04 ) ,- * . ex p. 3.311 (" I ��! \\-., _.� ­1 ,-- � I,:,. to �- CjF �, 'A ,�,�� ,� 9" Mft FENCING & IRRIGATION LA LE Daft 12 P, g 19,y sods 1"=40' Projed Numbw b 98-143 CAD F JE31LS11.DWG — I 8" R~ " - 2.0 5 yy- 1s� t I , j_-_--�__ ,� I " � _1 - I 1. —N .----z — __ _ ­ _ - 4 — __ -.-- - ­ , , � �� ,,, � i i �� w H ♦ 1, t I � � � I - -, I I;-, :,, ,`�ll I � � i , . � I N� ; 1� I . 1- -T � I I � I lr I � - t, , �l I----- i!l h H ','��, �, � j 1, I �� " I I I ; I i k -1 i'_- F � �l TI--l", I i -,, t i ,� I I I I I I z i I v � 1�`! '' � � I , "" � uj z j . I - . � 1, I I �i h t" ,,, "i" " � � > � ­ __ I I I— I I c I 7 I i i , I � " f W , - �` I � t;l� I , — w � 4" 1 1 � I � '! 5 " --,--" - - 't -- -- -,- I w , . I— "I t - I . t - � w .. � I - .... - I l__-:_"5 � i, I, � , "I---- I - I � -- * , -, , �� , - �� �__,',., I 1�� � I -- I �­ - --..,-- .1 ; I I - I! �;,� I __,­ ­_ . . I tk� - �_ — I - �- -k _-3t-­ �t , - I �,'� L - , - - � , _- ,4 �\ U ,_�r �, I,'-- - -,-" - --I-, I --T __ .... 11 , ul -1 !", ,. -_ :I----- -_ I � ---'T-- __ , __ i __0 __�:�_ I _­ - s � . z � - - li .j �­` " , � tl� , !� ­ I � - _ � i 5 rr � I I 11 I '!I zj I I I I I-,; I I I � - I x i 11 ­ -_ 11 I " 11" I I . - I -1 . I 11 - " -- I-,--- , --- �i__ -, I , .. :::! I I� --t �� - - ____ ­1 I I I � ___ I -- I () - - I - I 1 4 4 ��, ­ , __t. - ­t -i ­_­ , __ _- - ---,! . ­"--t �: ,� I -, _7,_'_---- - - I ,- - __11-1- ! t- - --- � � _'A - ­- ­ - - -1 i I IImm ["7 ­­__-,_ -- ----- -- ­ I ;-, �. 1 ­ -.-,-" � � __ i, __ ,; " __ _ �' < - 14� --- t � t, __ I , T I ,--- _­l­_.__i I -, - ___.�___ --,---- - � - __ __i, - - -1 __ 2 - - -1 , ­­­ - - - :-- -,4� -�-:�7­�­ �-_ _- t , I ,III _* 4 - I � --- t�; ; j - l_ _ , , 2 t I 11 .1 � , I,, 1 I ,�' I �k , M i I � �l t � , I , I w. � - . - - - . I- --- OE - . - , � � � I I � , I ,,, � � � 4 , i � � i j, 4"; � �, � , 1 1 1 , I , I - �l t . ­e I * -- i ill 11 i � � , � - I 1 z I I , I �,! I , � I 1 1 t I 1 1, 11 . f � I � I I ��, � " � � (c) IM Ras 1-1 AG@Oddm AfddII9ft ProNot Amtrak Station I i � , , � .� � t 11 ! 1, � -W, 1 2001 *ELAN CL • BAKOGW .-CAUFORNIA • 93309 • (661) 834-4814 0 19" 1 � , ' in Saga Monica Blvd, Wh 300 . Santa Monica, CA 90404 1 310.82&6876 fax 1 3=28-15885 tel . : � I &*emW CA I — 5 2ND BID SUBMITTAL 6/22/99 4 BID SUBMITTAL — 3/15/99 3 PLAN CHECK - 3/3/99 2 50% CONSTRUCTION DOCUMENTS 2/15/99 1 100% DESIGN DEVELOPMENT 12/18/98. I ft I Dmxloflon - I Dete v 0": - S.S,Jjj�v� % . ✓ ..7 . ....... �, ,17 1�) , N I I ,� " • . ,(" � � . ;." 1, �, ��,, I- � ,tj I x , I No. a,'_,04 ) ,- * . ex p. 3.311 (" I ��! \\-., _.� ­1 ,-- � I,:,. to �- CjF �, 'A ,�,�� ,� 9" Mft FENCING & IRRIGATION LA LE Daft 12 P, g 19,y sods 1"=40' Projed Numbw b 98-143 CAD F JE31LS11.DWG — I 8" R~ " - 2.0 5 yy- 1s� ProNot Amtrak Station I i � , , � .� � t 11 ! 1, � -W, 1 2001 *ELAN CL • BAKOGW .-CAUFORNIA • 93309 • (661) 834-4814 0 19" 1 � , ' in Saga Monica Blvd, Wh 300 . Santa Monica, CA 90404 1 310.82&6876 fax 1 3=28-15885 tel . : � I &*emW CA I — 5 2ND BID SUBMITTAL 6/22/99 4 BID SUBMITTAL — 3/15/99 3 PLAN CHECK - 3/3/99 2 50% CONSTRUCTION DOCUMENTS 2/15/99 1 100% DESIGN DEVELOPMENT 12/18/98. I ft I Dmxloflon - I Dete v 0": - S.S,Jjj�v� % . ✓ ..7 . ....... �, ,17 1�) , N I I ,� " • . ,(" � � . ;." 1, �, ��,, I- � ,tj I x , I No. a,'_,04 ) ,- * . ex p. 3.311 (" I ��! \\-., _.� ­1 ,-- � I,:,. to �- CjF �, 'A ,�,�� ,� 9" Mft FENCING & IRRIGATION LA LE Daft 12 P, g 19,y sods 1"=40' Projed Numbw b 98-143 CAD F JE31LS11.DWG — I 8" R~ " - 2.0 5 yy- 1s� v 0": - S.S,Jjj�v� % . ✓ ..7 . ....... �, ,17 1�) , N I I ,� " • . ,(" � � . ;." 1, �, ��,, I- � ,tj I x , I No. a,'_,04 ) ,- * . ex p. 3.311 (" I ��! \\-., _.� ­1 ,-- � I,:,. to �- CjF �, 'A ,�,�� ,� 9" Mft FENCING & IRRIGATION LA LE Daft 12 P, g 19,y sods 1"=40' Projed Numbw b 98-143 CAD F JE31LS11.DWG — I 8" R~ " - 2.0 5 yy- 1s� yy- 1s� BACKFILL AND COMPACT AS INDICATED IN SPECIFICATIONS FOR THE APPROPRIATE VARIES ----1 SURFACE TREATMENT 2" MIN NATIVE COMPACTED TO 909 UNTESTED (REMOVE ALL STONE AND CLODS, RAKE SMOOTH) NOTES: WHERE THE RAIN BIRD MAXICOM IRRIGATION SYSTEM IS SPECIFIED THE MAXICOM CABLE MUST NOT COME INTO CONTACT WITH THE POWER SUPPLY OR VALVE WIRING. TIE VALVE WIRING TO MAIN LINE PER SPECIFICATIONS. BACKFILL AND COMPACTION REQUIREMENTS APPLY TO ALL (MAIN LINE AND LATERAL) IRRIGATION TRENCHING WITH NO EXCEPTIONS. A � IRRIGATION TRENCH BACKFILLING C2.06 CITY OF BAKERSFIELD e (V T- 0 I NO SCALE T.S. (2" SQ. x .120 WALL) VERTICAL POST (TYP.) T.S. W SO. x .065 WALL) PICKET (TYP.) 2" Typ• 4" TYPICAL PICKET SPACING GENERAL NOTES: 1. ALL ELECTRICAL CONDUIT AND WATER LINES SHALL BE 30" DEEP WHEN CROSSING ROADWAYS, 2. PLASTIC PIPE SHALL BE SCH. 40 PVC, UNDER ALL ROADWAYS AND SIDEWALKS WITH COMPRESSION COUPLINGS EVERY 40', EXCEPT WHEN INSTALLED IN SCH. 40 PVC CONDUIT. 3. IF MORE THAN ONE LINE IS INSTALLED PER TRENCH, PROVIDE 6" HORIZONTAL AND VERTICAL SEPARATION. 4. ALL PRESSURE LINES SHALL BE PRESSURE TESTED TO 100 LBS. FOR ONE HOUR (WITH VALVES INSTALLED) IN THE PRESENCE OF AND AS DIRECTED BY THE ENGINEER. 5. ALL PVC SOLVENT (GLUE) SHALL BE #711 (WITH PRIMER). 6. WHERE OPEN STREET CUTS ARE REQUIRED TO INSTALL VARIOUS IRRIGATION LINES AND /OR WIRES, ALL STREET PATCHING SHALL BE IN ACCORDANCE WITH CITY STANDARD NO. 56 AS DIRECTED BY THE CITY ENGINEER. 7. LANDSCAPE AND IRRIGATION IMPROVEMENTS WITHIN THE DEDICATED STREET RIGHT OF WAY MAY REQUIRE A STREET USE PERMIT. CHECK WITH CITY ENGINEERING DEPARTMENT FOR REQUIREMENTS. 8. ALL IRRIGATION MAIN LINES 2 1/2" AND LARGER (PRESSURE LINES) SHALL BE SECURED WITH CONCRETE THRUST BLOCKS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION AND AS DIRECTED BY THE CITY ENGINEER. 9. ALL IRRIGATION LATERAL LINES SHALL BE CLASS 200 PVC AND SIZED AS SHOWN ON THE PLANS. 10. ALL IRRIGATION MAIN LINES 2" DIA. AND LESS SHALL BE SCH. 40 PVC. IRRIGATION MAIN LINES GREATER THAN 2" DIA. SHALL BE CLASS 200 RING TITE PVC OR APPROVED EQUAL BY THE CITY ENGINEER. 11. ANY AND ALL CHANGES SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO IMPLEMENTATION. 12. ALL IRRIGATION INSTALLATION SHALL BE IN ACCORDANCE WITH CITY STANDARDS, THE LATEST EDITION OF THE UNIFORM PLUMBING CODE, MANUFACTURER'S RECOMMENDATION, SECTION 20 OF THE STANDARD SPECIFICATIONS, AND AS DIRECTED BY THE CITY ENGINEER. 13. ALL MATERIALS USED SHALL BE NEW AND FREE FROM IMPERFECTIONS. 14. SEE APPROVED LANDSCAPE AND IRRIGATION PLANS FOR SPECIFIC MODEL NO., SIZE, QUANTITY, MANUFACTURES, AND PERFORMANCE OF THE VARIOUS ITEMS. 15. BACKFILL ALL TRENCHES TO 9= 12" 18" IRRIGATION CONTROL WIRE TAPE & BUNDLED AT 10' INTERVALS (� .%701077w, MAIN LINE 12" 18" FOR LARGE TURF HEADS 12" FOR SMALL TURF HEADS AND BUBBLERS BACKFILL it It- IRRIGATION LATERAL(P.V.C.) 4" f.g. ICI f � Fig- 30" BACKFILL ELECTRICAL CONDUIT r B STANDARD FOR PIPING & TRENCHING Q!LO6 -2 CITY OF BAKERSFIELD STD. L NO SCALE NOTE: METAL FENCING SHALL TERMINATE AT A 2" METAL VERTICAL POST 12" FROM FACE OF WALL OF EXISTING CITY BUILDING. CONTRACTOR SHALL EXTEND TOP, MID, BOTTOM RAIL AND METAL PICKETS BEYOND 2" METAL POST, TO 4" FROM FACE OF BUILDING WALL. 4"0 x Y4" THICK CIRCULAR METAL INSERTS T.S. (11/2" SQ. x .120 WALL) HORIZONTAL, TOP RAIL T.S. O V2" SQ. x .120 WALL) HORIZONTAL, MID RAIL ROVIDE AND INSTALL CLOSURE FOR TOP OF ACH 2" SQ. VERTICAL POST. WELD FLAT TEEL PLATE (.120 WALL), AND MAKE FLUSH ITH TOP EDGES OF 2" POST (TYP.). PICKET ENLARGEMENT OF TYP. 2" SQ. METAL VERTICAL POST NO SCALE 0 T.S. (1 Y2" SQ. x .120 WALL) HORIZONTAL, BOTTOM RAIL INSTALL 6" WIDE CONCRETE CURB TOP OF CONCRETE FENCING CURB SHALL 1 1/2" CHAMFER BE THE SAME ELEVATION AS TOP OF ADJACENT PARKING CURB (TYP.). (TYPICAL) INSTALL METAL ALONG CENTERLINE FINISH, i I OF 12" CONCRETE CURB. GRADE - I I A �, r SEE GRADING PLAN ) L% C14 I I 1 I I . TYP. CONCRETE FOOTING (SEE ,°, EXPANDED CONCRETE FOOTING WHERE DIFFERENT FENCING MATERIALS ARE ADJECENT TO EACH OTHER) F c2.o r 18" METAL FENCE DETAIL C2.0 6 SCALE: 1 " =1' -0" NOTES: 1) PROVIDE (1) 4' WIDE GATE AT LOCATION SHOWN ON PLANS. SUBMIT SHOP DRAWINGS FOR APPROVAL TO THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT. 2) METAL ORNAMENTAL FENCE SHALL BE SET IN CONCRETE CURB AND FOOTING. 3) MATERIALS. THE METALS USED SHALL BE WROUGHT IRON. USE ONLY MATERIALS WHICH ARE SMOOTH AND FREE OF SURFACE BLEMISHES INCLUDING PITTING, SEAM MARKS, ROLLER MARKS, ROLLED TRADE NAMES, AND ROUGHNESS. BRACKETS, FLANGES AND ANCHORS SHALL BE CAST OR FORGED METAL OF THE SAME TYPE MATERIAL AND FINISH AS SUPPORTED RAILS. T.S. (2" SQ. x .120 WALL)--'O" POST PICKET T.S. 0" SQ. x .120 WALL) HORIZONTAL, TOP RAIL DETAI LED SECTION OF E TOP OF PICKET (TYP) C2. 66 NO SCALE O I Do FINISH GRADE 4) PAINT. SHOP PRIMER FOR FERROUS METAL SHALL BE 5)FABRICATION: USE MATERIALS OF SIZE AND THICKNESS FAST - CURING, LEAD -FREE, ABRASION- RESISTANT, RUST- INDICATED OR, IF NOT INDICATED, AS REQUIRED TO INHIBITIVE PRIMER SELECTED FOR COMPATIBILITY WITH PRODUCE STRENGTH AND DURABILITY IN FINISHED PRODUCT SUBSTRATES AND WITH TYPES OF ALKYD -TYPE FINISH FOR USE INTENDED. WORK TO DIMENSIONS INDICATED OR PAINT SYSTEMS INDICATED, AND FOR COMPATIBILITY TO ACCEPTED ON SHOP DRAWINGS, USING PROVEN DETAILS PROVIDE A SOUND FOUNDATION FOR FIELD APPLIED OF FABRICATION AND SUPPORT. USE TYPE OF MATERIALS TOPCOATS DESPITE PROLONGED EXPOSURE, COMPLYING INDICATED OR SPECIFIED FOR VARIOUS COMPONENTS OF WITH PERFORMANCE REQUIREMENTS ONLY OF FS TTP -86, WORK. TYPES I, II AND III. CORNERS AND SEAMS FINISH PAINT SHALL BE TWO COATS OF BLACK ALKYD WITHD AWS RECOMMENDATIONS.O AT EXPOSED , COMPLYING CONNECTIONS, GLOSS ENAMEL GRIND EXPOSED FASTENERS OF TYPE INDICATED OR, IF NOT INDICATED, PHILLIPS FLAT -HEAD (COUNTERSUNK) SCREWS OR BOLTS. ni0n101 ble'. with St e« Tr roos /Gat! post Y- 8'1«fabricins+tran 60 "Mgn 3' -0' ter foaic Word 2' -6' t« bbris Ms that" 60' nqh Litt Posts Ipoo'mec, int«.ets Type CL- 4 +48�fabr+c broce0 and +rvs »a in porn dinctiom pe« 3' -0' f« fabric 60 "ono over t x VALVE WIRING, SIZE BY DISTANCE, TIE TO N rnar be a•niNld when the fob,. H 1lrelthed s, equipment R/W R/W MAIN LINE PER SPECS. w 6'« as specified or sI - an I MAXICOM CABLE (WHERE APPLICABLE) INSTALL 6Less ` ; I_-�' IN CONDUIT. below) w-- .�.r I I j IS /call /4 -.. Ll V lJ Over 2• LLJ 'e7iP 2l /= TYPICAL FABRIC MOUNTING DETAILS 2" MIN NATIVE COMPACTED TO 909 UNTESTED (REMOVE ALL STONE AND CLODS, RAKE SMOOTH) NOTES: WHERE THE RAIN BIRD MAXICOM IRRIGATION SYSTEM IS SPECIFIED THE MAXICOM CABLE MUST NOT COME INTO CONTACT WITH THE POWER SUPPLY OR VALVE WIRING. TIE VALVE WIRING TO MAIN LINE PER SPECIFICATIONS. BACKFILL AND COMPACTION REQUIREMENTS APPLY TO ALL (MAIN LINE AND LATERAL) IRRIGATION TRENCHING WITH NO EXCEPTIONS. A � IRRIGATION TRENCH BACKFILLING C2.06 CITY OF BAKERSFIELD e (V T- 0 I NO SCALE T.S. (2" SQ. x .120 WALL) VERTICAL POST (TYP.) T.S. W SO. x .065 WALL) PICKET (TYP.) 2" Typ• 4" TYPICAL PICKET SPACING GENERAL NOTES: 1. ALL ELECTRICAL CONDUIT AND WATER LINES SHALL BE 30" DEEP WHEN CROSSING ROADWAYS, 2. PLASTIC PIPE SHALL BE SCH. 40 PVC, UNDER ALL ROADWAYS AND SIDEWALKS WITH COMPRESSION COUPLINGS EVERY 40', EXCEPT WHEN INSTALLED IN SCH. 40 PVC CONDUIT. 3. IF MORE THAN ONE LINE IS INSTALLED PER TRENCH, PROVIDE 6" HORIZONTAL AND VERTICAL SEPARATION. 4. ALL PRESSURE LINES SHALL BE PRESSURE TESTED TO 100 LBS. FOR ONE HOUR (WITH VALVES INSTALLED) IN THE PRESENCE OF AND AS DIRECTED BY THE ENGINEER. 5. ALL PVC SOLVENT (GLUE) SHALL BE #711 (WITH PRIMER). 6. WHERE OPEN STREET CUTS ARE REQUIRED TO INSTALL VARIOUS IRRIGATION LINES AND /OR WIRES, ALL STREET PATCHING SHALL BE IN ACCORDANCE WITH CITY STANDARD NO. 56 AS DIRECTED BY THE CITY ENGINEER. 7. LANDSCAPE AND IRRIGATION IMPROVEMENTS WITHIN THE DEDICATED STREET RIGHT OF WAY MAY REQUIRE A STREET USE PERMIT. CHECK WITH CITY ENGINEERING DEPARTMENT FOR REQUIREMENTS. 8. ALL IRRIGATION MAIN LINES 2 1/2" AND LARGER (PRESSURE LINES) SHALL BE SECURED WITH CONCRETE THRUST BLOCKS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION AND AS DIRECTED BY THE CITY ENGINEER. 9. ALL IRRIGATION LATERAL LINES SHALL BE CLASS 200 PVC AND SIZED AS SHOWN ON THE PLANS. 10. ALL IRRIGATION MAIN LINES 2" DIA. AND LESS SHALL BE SCH. 40 PVC. IRRIGATION MAIN LINES GREATER THAN 2" DIA. SHALL BE CLASS 200 RING TITE PVC OR APPROVED EQUAL BY THE CITY ENGINEER. 11. ANY AND ALL CHANGES SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO IMPLEMENTATION. 12. ALL IRRIGATION INSTALLATION SHALL BE IN ACCORDANCE WITH CITY STANDARDS, THE LATEST EDITION OF THE UNIFORM PLUMBING CODE, MANUFACTURER'S RECOMMENDATION, SECTION 20 OF THE STANDARD SPECIFICATIONS, AND AS DIRECTED BY THE CITY ENGINEER. 13. ALL MATERIALS USED SHALL BE NEW AND FREE FROM IMPERFECTIONS. 14. SEE APPROVED LANDSCAPE AND IRRIGATION PLANS FOR SPECIFIC MODEL NO., SIZE, QUANTITY, MANUFACTURES, AND PERFORMANCE OF THE VARIOUS ITEMS. 15. BACKFILL ALL TRENCHES TO 9= 12" 18" IRRIGATION CONTROL WIRE TAPE & BUNDLED AT 10' INTERVALS (� .%701077w, MAIN LINE 12" 18" FOR LARGE TURF HEADS 12" FOR SMALL TURF HEADS AND BUBBLERS BACKFILL it It- IRRIGATION LATERAL(P.V.C.) 4" f.g. ICI f � Fig- 30" BACKFILL ELECTRICAL CONDUIT r B STANDARD FOR PIPING & TRENCHING Q!LO6 -2 CITY OF BAKERSFIELD STD. L NO SCALE NOTE: METAL FENCING SHALL TERMINATE AT A 2" METAL VERTICAL POST 12" FROM FACE OF WALL OF EXISTING CITY BUILDING. CONTRACTOR SHALL EXTEND TOP, MID, BOTTOM RAIL AND METAL PICKETS BEYOND 2" METAL POST, TO 4" FROM FACE OF BUILDING WALL. 4"0 x Y4" THICK CIRCULAR METAL INSERTS T.S. (11/2" SQ. x .120 WALL) HORIZONTAL, TOP RAIL T.S. O V2" SQ. x .120 WALL) HORIZONTAL, MID RAIL ROVIDE AND INSTALL CLOSURE FOR TOP OF ACH 2" SQ. VERTICAL POST. WELD FLAT TEEL PLATE (.120 WALL), AND MAKE FLUSH ITH TOP EDGES OF 2" POST (TYP.). PICKET ENLARGEMENT OF TYP. 2" SQ. METAL VERTICAL POST NO SCALE 0 T.S. (1 Y2" SQ. x .120 WALL) HORIZONTAL, BOTTOM RAIL INSTALL 6" WIDE CONCRETE CURB TOP OF CONCRETE FENCING CURB SHALL 1 1/2" CHAMFER BE THE SAME ELEVATION AS TOP OF ADJACENT PARKING CURB (TYP.). (TYPICAL) INSTALL METAL ALONG CENTERLINE FINISH, i I OF 12" CONCRETE CURB. GRADE - I I A �, r SEE GRADING PLAN ) L% C14 I I 1 I I . TYP. CONCRETE FOOTING (SEE ,°, EXPANDED CONCRETE FOOTING WHERE DIFFERENT FENCING MATERIALS ARE ADJECENT TO EACH OTHER) F c2.o r 18" METAL FENCE DETAIL C2.0 6 SCALE: 1 " =1' -0" NOTES: 1) PROVIDE (1) 4' WIDE GATE AT LOCATION SHOWN ON PLANS. SUBMIT SHOP DRAWINGS FOR APPROVAL TO THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT. 2) METAL ORNAMENTAL FENCE SHALL BE SET IN CONCRETE CURB AND FOOTING. 3) MATERIALS. THE METALS USED SHALL BE WROUGHT IRON. USE ONLY MATERIALS WHICH ARE SMOOTH AND FREE OF SURFACE BLEMISHES INCLUDING PITTING, SEAM MARKS, ROLLER MARKS, ROLLED TRADE NAMES, AND ROUGHNESS. BRACKETS, FLANGES AND ANCHORS SHALL BE CAST OR FORGED METAL OF THE SAME TYPE MATERIAL AND FINISH AS SUPPORTED RAILS. T.S. (2" SQ. x .120 WALL)--'O" POST PICKET T.S. 0" SQ. x .120 WALL) HORIZONTAL, TOP RAIL DETAI LED SECTION OF E TOP OF PICKET (TYP) C2. 66 NO SCALE O I Do FINISH GRADE 4) PAINT. SHOP PRIMER FOR FERROUS METAL SHALL BE 5)FABRICATION: USE MATERIALS OF SIZE AND THICKNESS FAST - CURING, LEAD -FREE, ABRASION- RESISTANT, RUST- INDICATED OR, IF NOT INDICATED, AS REQUIRED TO INHIBITIVE PRIMER SELECTED FOR COMPATIBILITY WITH PRODUCE STRENGTH AND DURABILITY IN FINISHED PRODUCT SUBSTRATES AND WITH TYPES OF ALKYD -TYPE FINISH FOR USE INTENDED. WORK TO DIMENSIONS INDICATED OR PAINT SYSTEMS INDICATED, AND FOR COMPATIBILITY TO ACCEPTED ON SHOP DRAWINGS, USING PROVEN DETAILS PROVIDE A SOUND FOUNDATION FOR FIELD APPLIED OF FABRICATION AND SUPPORT. USE TYPE OF MATERIALS TOPCOATS DESPITE PROLONGED EXPOSURE, COMPLYING INDICATED OR SPECIFIED FOR VARIOUS COMPONENTS OF WITH PERFORMANCE REQUIREMENTS ONLY OF FS TTP -86, WORK. TYPES I, II AND III. CORNERS AND SEAMS FINISH PAINT SHALL BE TWO COATS OF BLACK ALKYD WITHD AWS RECOMMENDATIONS.O AT EXPOSED , COMPLYING CONNECTIONS, GLOSS ENAMEL GRIND EXPOSED FASTENERS OF TYPE INDICATED OR, IF NOT INDICATED, PHILLIPS FLAT -HEAD (COUNTERSUNK) SCREWS OR BOLTS. ni0n101 ble'. with St e« Tr roos /Gat! post Y- 8'1«fabricins+tran 60 "Mgn 3' -0' ter foaic Word 2' -6' t« bbris Ms that" 60' nqh Litt Posts Ipoo'mec, int«.ets Type CL- 4 +48�fabr+c broce0 and +rvs »a in porn dinctiom pe« 3' -0' f« fabric 60 "ono over e.cept that tors bracing and Mussing Type CL-6 +72" fabric ' N rnar be a•niNld when the fob,. H 1lrelthed s, equipment R/W R/W ROLL FORMED G [] 6'« as specified or sI - an N IX "« as specified 6Less 0ltoil Rio" (Spe note below) I ran Oe+Oil Deane (See iito below) w-- .�.r I I j IS /call /4 -.. Ll V lJ Over 2• 2l/4 a 2' 'e7iP 2l /= TYPICAL FABRIC MOUNTING DETAILS OTHER Nta"w4r 11/.1 ,IS/� Isie'a I%y HIGHWAYS FREEWAYS 0"242855 nQW Offset 10 IN 2'-O. 0t iner. nit IOCOtiOnf. ensured of it. angles to R/W fines. Toper to. criers offset to be of least 20' Ianq, 5 2ND BID SUBMITTAL FENCE LOCATION 4 BID SUBMITTAL 3/15/99 3 PLAN CHECK 3/3/99 2 50% CONSTRUCTION DOCUMENTS 2/15/99 1 100% DESIGN DEVELOPMENT TYPICAL MEMBER DIMENSIONS (See Note,) Eryry EE LINE POSTS END.LATCH a CORNER POSTS BRACES Hf.EIGHT ROUND (I D) N ROLL FORMED ROUND (LD.) ROLL FORMED G [] ROUND (10) N ROLL FORMED (� 6Less I1/2 1Try�xI�YS IT/0 2' 311/2a 31/2 2 "a ss/p II /� I11/2i1�'/16 IS /call /4 13/yalt /y Over 2• 2l/4 a 2' 2" [ Is /` 2l /= 31/2 , 31 /Z 21/=s 2%z Il/� 11/.1 ,IS/� Isie'a I%y Is /y.11 /4 NOTES: I. The above table shows exomples of post and brace seations which may comply with the Specifications. 2. Sections shown in the tables must obo comply with the strength requirements and other provisions of the Specifications. 3 Other sections which comply with the strength requirements and other provisions at the Specifications may be used on apD,oval of the Engineer. 4. Options exercised shall be uniform on any one project. S. Dimensions shown we nominal C CHAIN LINK FENCE DETAILS Latcn Poll Diogonol brace or \Hprriontal prat! wilh 7rwss roof iDm s fpetiGep -� -0" at Got. Pao GATE POST FENCE GATE NOIMINAL WEIGHT HEIGHT WIDTHS II.D. PER FOOT Up thru 6' 2 1/2" 4.95 6' -O "ond Over 6'thru 12' 4" 10.79 Less er12'thrul8' 5" 14.62 Over 18'to 24' Max. 1 6" 18.97 Up 7.58 Over 14.62 Over Ovsr +thr�.6'3" 18.97 0"242855 NOTE: Above post dimensions and weights ore minimums. Larger sizes may be used on oppmval of Engineer. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION CHAIN LINK FENCE C2,06/ STANDARD DETAILS FOR STATE OF CALIFORNIA NO SCALE TYP. 4" CLEAR BETWEEN FACE OF WALL AND END OF HORIZONTAL METAL FENCE RAILS. 2" --I- METAL IF INSTALL 6" WIDE CONCRETE CURB A C I a TOP OF CONCf FENCING CURB FINISH GRI 0 2" CLEAR BETWEEN METAL FENCE & CHAIN LINK FENCE 18" 36" METAL FENCE DETAIL ADJACENT TO EXISTING CITY BUILDING F & ADJACENT TO CHAIN LINK FENCE .C2.0 SCALE: 1"=1'-O" (a) IM Rouem AsbockMw Ara ftft Amtrak Station 2001 WHEIAN CT. a BAmMEW ®lass CAL1FORMA a 93309 a (661) 834 -4814 1919 Santa Monica Blvd, Slits 300 Santa Monica, CA 90404 310.828.6876 fax 310.828.6885 tel zlit Qrkpr E S S Z, ' No' 23104 ; 4K �xp. OF CRiI� at" Mal FENCING & IRRIGATION DETAILS & LEGENDS D�atb / 2.118 /fig ; gbh AS NOTED Pro1ed I w 6a 98 -143 CAD Fib JE31 LS 12. D WG el»bt C2nO6 5 2ND BID SUBMITTAL 6/22/99 4 BID SUBMITTAL 3/15/99 3 PLAN CHECK 3/3/99 2 50% CONSTRUCTION DOCUMENTS 2/15/99 1 100% DESIGN DEVELOPMENT 12/18/98 INM I Dewription D8t9 zlit Qrkpr E S S Z, ' No' 23104 ; 4K �xp. OF CRiI� at" Mal FENCING & IRRIGATION DETAILS & LEGENDS D�atb / 2.118 /fig ; gbh AS NOTED Pro1ed I w 6a 98 -143 CAD Fib JE31 LS 12. D WG el»bt C2nO6 Illy- lib e� 0 SCALE: 1 " = 80' 80 40 0 80 160 j zz i k V7 f tj 1 T-- '�°--- .`1,.s..'„'s �- • -�'.'_ 4N °'.__ "�C:y:` :...... _ r � ri ;� ' i � 4 "'^�3 � � 5 �_ ' € s .�{(�!y 3 �y�� f i ,., - °�:.. �a ..._....,..._, _ �.,...._._;- .a�•..+im. -.e. .� � £ 'Y..,��.,_'w:... §'r- 'M.aara. - _ '4- _.._•...-...3.__..�_ �^ �_.3 F... _...._ �:: �'...T L£.__�,.. ...__ �_d..= ALP s i _ r a + pt , j °"- . ... r '- a -` rs_ °.•o = - •° - a w w _ — _, _ Y'z r «u - _..__..._. ,......._•.,.•--- ----�- ....�,......- ._sL_�.•• -.. 'j aw �"�..._..'�.._y i'*- ..�.._..�....�# ° ---• al.; \- •- '"�.,,. ,� -y.- ....� _, e.._ Al ._... -... .__ ..w. _._.... .._.'4•.. .w - -,.. c'.r�.r.____ ___. _..._. _.,..... _._... �_ ._ - :sm- /'1 c ,....�"°..- .e+•. ..., - - �, '*.a4. —�.. 'R � �.— .ssa.. a t ,sue + a _ "�"` s ti; --�- s s w r(�/€iB ANri V�,i�TiE7t s .e .e _ ' . .rr.. c. _. ._....._...,. �.,, -',•.: °•_ ,,,, _ __ ..e..»..a,,.a�.., "•':,.�. --- � �-. —..-_ _ .-- :.,-- �... " ° °.i- '..�.°s'°5 --, �� _.. .SS-}- °-'t ... _.._.�"'".. °r•..... �=_- _-- �_-=-= -"�==-- "-°° --� '"' -....; v�-- F.._._..,..v >._.�.._- -- �'�____...�i�..z_... 16 PROPOSED FIRE HYDRANT LOCATION . oR ° f)0, =U \��• `�'dd A �� rip? � .,, Ai A i 1.. v CUURCI ar+ . };� ers "per - .fix ���•w.��� - °�•- = -�-` ^���`�`a�_._.• � r.. � `�� A 'L , r t 1 w W% FURNISH & INSTALL BROOKS PRODUCT, INC. MANHOLE (50ODM SERIES) WITH 30" CAST - - -E1 - - - FURNISH & INSTALL IRON ALHAMBRA FOUNDRY MANHOLE, FRAME 8 EA. 4" SCH 40 CONDUIT (30" COVER) & COVER MARKED "ELECTRICAL" WITH FURNISH & INSTALL A MINIMUM OF 2 - 12" GRADE RINGS _ _ _ - E2 4 EA. 4" SCH 40 CONDUIT (360MCN SERIES) OR APPROVED EQUAL STORM DRAIN AND SEWER WITH PULL ROPE (60 COVER) ®mss EXISTING SEWER MANHOLE INSTALL QUANTITIES: FURNISH & INSTALL OUTSIDE DROP MANHOLE "TEE", PER - - - E3- - - 2 EA. 2" SCH 40 CONDUIT C.O.B. STD. DWG. S -7 FURNISH AND INSTALL THE FOLLOWING: WITH PULL ROPE (60" COVER) � S CONSTRUCT STANDARD TYPE "A" SEWER 4" PVC SEWER 28 LF FURNISH &INSTALL - - - E4- - - 1 A. 2" SCH 40 CONDUIT O MANHOLE PER C.O.B. STANDARD DWG. S - 7 6" PVC SEWER 873 LF E WITH PULL ROPE (30" COVER) 4" PVC STORM DRAIN PIPE 244 LF FURNISH &INSTALL ®Q CONSTRUCT STANDARD 6" CLEAN OUT. l�J PER C.O.B. STANDARD DWG. S -20. 12" PVC STORM DRAIN 268 LF - - - E5--- 2 EA. 5" SCH 40 CONDUIT 18" PVC STORM DRAIN 322 LF WITH PULL ROPE (36" COVER) ® FURNISH AND INSTALL TYPE "A" 12" PVC STORM DRAIN 211 LF FURNISH & INSTALL 0 CATCH -BASIN (3.5' WIDE OPENING) 18" PVC STORM DRAIN 790 LF - - - E6--- 2 EA. 4" SCH 40 CONDUIT WITH PULL ROPE (60" COVER) PER C.O.B. STANDARD DWG. S -12. 24" PVC STORM DRAIN 98 LF FURNISH & INSTALL FURNISH AND INSTALL TYPE U22 CHRISTY SEWER MANHOLE 2 EA. — —F— — 2 EA. 4" SCH 40 CONDUIT NTH PULL ROPE (30" COVER) CATCH BASIN WITH U22 -71CHD HEAVY � CLEAN OUT 3 EA. FURNISH &INSTALL DUTY CAST IRON GRATE. GRATE AND FRAME — —FD- - 1 EA. 2 SCH 40 CONDUIT TO BE GALVANIZED AFTER FABRICATION. ® CATCH BASIN 3 EA. WITH PULL ROPE (30" COVER) SEE A B & C FOR DETAILS. ® CHRISTY TYPE U22 CATCH BASIN 7 EA. 2.10 ' 2.10 2.10 © FURNISH & INSTALL 3.5' X 5' SPLICE BOX ® STORM DRAIN MANHOLE 3 EA. CHRISTY PTS 3660 BOX, EXTENSION AND LID _ FURNISH &INSTALL QD FURNISH AND INSTALL TYPE "A" � DROP MANHOLE "TEE" 1 EA. — —T— 2 EA. 2" TELEPHONE CONDUIT (30" COVER) STORM DRAIN MANHOLE PER C.O.B. STANDARD DWG. S -7. CHRISTY TYPE U43 CATCH BASIN 1 EA. FURNISH & INSTALL — —FT1 1 EA. 1" TELEPHONE CONDUIT FURNISH AND INSTALL TYPE U43 CHRISTY ® LANDSCAPE GRATE DRAIN 3 EA. 2 EA. 4" SCH 40 CONDUIT ® CATCH BASIN WITH 3' X 3' HEAVY DUTY CAST WITH PULL ROPE (ALL 30" COVER) IRON GRATE. GRATE AND FRAME @ FLOOR DRAIN 1 EA. FURNISH & INSTALL TO BE GALVANIZED AFTER FABRICATION. — —T1 •- - 1 EA. 1" TELEPHONE CONDUIT (30" COVER) SEE H FOR DETAILS. 2.10 FURNISH & INSTALL 2 EA. 2" TELEPHONE CONDUIT F — —TF- - 2 EA. 4" SCH 40 CONDUIT ®� FURNISH AND INSTALL 6" ROUND DECK DRAIN. SEE 2.10 WITH PULL ROPE (ALL 30 " COVER) — -E_ _ FURNISH �� & INSTALL FURNISH AND INSTALL 4" ROUND STRUCTURAL FOAM POLYETHYLENE GRATE 2 EA. 4 PG &E CONDUIT (60 COVER) ® WITH UV INHIBITOR MANUFACTURED BY NDS OR APPROVED EQUAL, — — l7_ _ FURNISH & INSTALL 3001 MISSION OAK BLVD., CAMARILLO, CA 93011 GAS LINE (30" COVER) TEL NO. 1- 800 - 726 -1994 (c) 1998 Rossetti Assoc{ates Architects Amtrak Station I Bakersfield, CA 2001 WEELM CT. • BAKQMED 01999 CAUFORNIA • 93309 • (805) 834 -4814 1919 Santa Monica Blvd, Site 300 Santa Morica, CA 90404 310.828.6876 fax 310.828.6885 tel 5 1 2ND BID SUBMITTAL 4 BID SUBMITTAL 3/15/99 BENCH PLAN CHECK .LEGEND: 2 50% CONSTRUCTION DOCUMENTS 2/15/99 1 100% DESIGN DEVELOPMENT 12/18/98 No. EXIST. POWER POLE INV INVERT ELEVATION THE SOUTHWEST CORNER OF THE INTERSECTION OF "L" STREET EXIST. DOWN GUY TOG TOP OF GRATE ELEV. TRUXTUN AVENUE, AT KERN COUNTY LIBRARY IN THE TOP OF A CONCRETE CANTILEVER SLAB, 4.2 FEET NORTH OF THE SOUTH- - EXIST. STREET LIGHT SWR SEWER EAST CORNER OF THE BUILDING AND 2.5' EAST OF THE CONCRETE WALL. EXIST. LIGHT STANDARD SD STORM DRAIN ELEVATION= 404.41 (USGS) ;, EXIST. TRAFFIC LIGHT LF LINEAR FEET BENCHII�IARK SET.' Y .._._ _ ...._. _ EXIST. STORM DRAIN MH FL FLOWLINE STONE WITH CHISELED "X" AT THE INTERSECTION OF TRUXTUN AVENUE EXIST. SEWER MH 0.50 %_ SWR OR SD GRADE AND "Q" STREET. -� EXIST. SEWER CLEANOUT TC TOP OF CURB ELEVATION= 401.650 (USGS) -- - - - -- -- EXIST. PACIFIC BELL MH EP EDGE OF PAVEMENT SHEET INDEX.' --- - -- - - EXIST. ELECTRICAL VAULT FF FINISH FLOOR DWG. NO. EXIST. HANDICAP PARKING FP FINISH PAD DWG. TITLE 1 UTILTIY PLAN - COVER SHEET C2.07 EXIST. GUARD POST GB GRADE BREAK 2 UTILTIY PLAN - WEST PORTION C2.08 EXIST. PALM TREE TP TOP OF PAVEMENT 3 UTILTIY PLAN - EAST PORTION C2.09 4042 SPOT ELEVATION FG FINISHED GRADE 4 UTILTIY PLAN - DETAIL SHEET C2.10 EXIST. VEGETATION TW TOP OF WALL 51 NOT USED C2.11 UTILTIY PLAN - FUEL SPILL COLLECTION C212 EXIST. BUSHES GR GRATE 6 SYSTEM -- - -- - - - EXIST. SEWER LINE LS LANDSCAPE AREA 7 UTILTIY PLAN - FUEL SPILL COLLECTION C2.13 SYSTEM PAN DETAILS -- - - -- - - -- - EXIST. GAS LINE FS FINISHED SURFACE 8 UTILTIY PLAN - FUEL SPILL PIPING C2,14 __ . _ . -- - -- EXIST. WATER LINE COLLECTION SYSTEM 9 UTILTIY PLAN — FUEL SPILL PIPING C2.15 -- - _ EXIST. ELECTRICAL LINE FOR SEPARATOR UTIL11Y PLAN — VAULT FOUNDATION C2.16 EXIST. STORM DRAIN 10 PAN AND DETAILS —__ - -- PROPOSED SEWER LINE 11 U11LTIY PLAN — UNDERGROUND C2.17 TANK INSTALLATION — — _ — — PROPOSED P.V.C. STORM DRAIN 12 UTILTIY PLAN — FUEL SPILL ELEC./CONTROL C2.18 — —w— —w— PROPOSED WATER LINE (2" PVC SCHEDULE 40) SCHEMATIC DIAGRAM W/ GLUE JOINTS (30" COVER MINIMUM) 16 PROPOSED FIRE HYDRANT LOCATION . oR ° f)0, =U \��• `�'dd A �� rip? � .,, Ai A i 1.. v CUURCI ar+ . };� ers "per - .fix ���•w.��� - °�•- = -�-` ^���`�`a�_._.• � r.. � `�� A 'L , r t 1 w W% FURNISH & INSTALL BROOKS PRODUCT, INC. MANHOLE (50ODM SERIES) WITH 30" CAST - - -E1 - - - FURNISH & INSTALL IRON ALHAMBRA FOUNDRY MANHOLE, FRAME 8 EA. 4" SCH 40 CONDUIT (30" COVER) & COVER MARKED "ELECTRICAL" WITH FURNISH & INSTALL A MINIMUM OF 2 - 12" GRADE RINGS _ _ _ - E2 4 EA. 4" SCH 40 CONDUIT (360MCN SERIES) OR APPROVED EQUAL STORM DRAIN AND SEWER WITH PULL ROPE (60 COVER) ®mss EXISTING SEWER MANHOLE INSTALL QUANTITIES: FURNISH & INSTALL OUTSIDE DROP MANHOLE "TEE", PER - - - E3- - - 2 EA. 2" SCH 40 CONDUIT C.O.B. STD. DWG. S -7 FURNISH AND INSTALL THE FOLLOWING: WITH PULL ROPE (60" COVER) � S CONSTRUCT STANDARD TYPE "A" SEWER 4" PVC SEWER 28 LF FURNISH &INSTALL - - - E4- - - 1 A. 2" SCH 40 CONDUIT O MANHOLE PER C.O.B. STANDARD DWG. S - 7 6" PVC SEWER 873 LF E WITH PULL ROPE (30" COVER) 4" PVC STORM DRAIN PIPE 244 LF FURNISH &INSTALL ®Q CONSTRUCT STANDARD 6" CLEAN OUT. l�J PER C.O.B. STANDARD DWG. S -20. 12" PVC STORM DRAIN 268 LF - - - E5--- 2 EA. 5" SCH 40 CONDUIT 18" PVC STORM DRAIN 322 LF WITH PULL ROPE (36" COVER) ® FURNISH AND INSTALL TYPE "A" 12" PVC STORM DRAIN 211 LF FURNISH & INSTALL 0 CATCH -BASIN (3.5' WIDE OPENING) 18" PVC STORM DRAIN 790 LF - - - E6--- 2 EA. 4" SCH 40 CONDUIT WITH PULL ROPE (60" COVER) PER C.O.B. STANDARD DWG. S -12. 24" PVC STORM DRAIN 98 LF FURNISH & INSTALL FURNISH AND INSTALL TYPE U22 CHRISTY SEWER MANHOLE 2 EA. — —F— — 2 EA. 4" SCH 40 CONDUIT NTH PULL ROPE (30" COVER) CATCH BASIN WITH U22 -71CHD HEAVY � CLEAN OUT 3 EA. FURNISH &INSTALL DUTY CAST IRON GRATE. GRATE AND FRAME — —FD- - 1 EA. 2 SCH 40 CONDUIT TO BE GALVANIZED AFTER FABRICATION. ® CATCH BASIN 3 EA. WITH PULL ROPE (30" COVER) SEE A B & C FOR DETAILS. ® CHRISTY TYPE U22 CATCH BASIN 7 EA. 2.10 ' 2.10 2.10 © FURNISH & INSTALL 3.5' X 5' SPLICE BOX ® STORM DRAIN MANHOLE 3 EA. CHRISTY PTS 3660 BOX, EXTENSION AND LID _ FURNISH &INSTALL QD FURNISH AND INSTALL TYPE "A" � DROP MANHOLE "TEE" 1 EA. — —T— 2 EA. 2" TELEPHONE CONDUIT (30" COVER) STORM DRAIN MANHOLE PER C.O.B. STANDARD DWG. S -7. CHRISTY TYPE U43 CATCH BASIN 1 EA. FURNISH & INSTALL — —FT1 1 EA. 1" TELEPHONE CONDUIT FURNISH AND INSTALL TYPE U43 CHRISTY ® LANDSCAPE GRATE DRAIN 3 EA. 2 EA. 4" SCH 40 CONDUIT ® CATCH BASIN WITH 3' X 3' HEAVY DUTY CAST WITH PULL ROPE (ALL 30" COVER) IRON GRATE. GRATE AND FRAME @ FLOOR DRAIN 1 EA. FURNISH & INSTALL TO BE GALVANIZED AFTER FABRICATION. — —T1 •- - 1 EA. 1" TELEPHONE CONDUIT (30" COVER) SEE H FOR DETAILS. 2.10 FURNISH & INSTALL 2 EA. 2" TELEPHONE CONDUIT F — —TF- - 2 EA. 4" SCH 40 CONDUIT ®� FURNISH AND INSTALL 6" ROUND DECK DRAIN. SEE 2.10 WITH PULL ROPE (ALL 30 " COVER) — -E_ _ FURNISH �� & INSTALL FURNISH AND INSTALL 4" ROUND STRUCTURAL FOAM POLYETHYLENE GRATE 2 EA. 4 PG &E CONDUIT (60 COVER) ® WITH UV INHIBITOR MANUFACTURED BY NDS OR APPROVED EQUAL, — — l7_ _ FURNISH & INSTALL 3001 MISSION OAK BLVD., CAMARILLO, CA 93011 GAS LINE (30" COVER) TEL NO. 1- 800 - 726 -1994 (c) 1998 Rossetti Assoc{ates Architects Amtrak Station I Bakersfield, CA 2001 WEELM CT. • BAKQMED 01999 CAUFORNIA • 93309 • (805) 834 -4814 1919 Santa Monica Blvd, Site 300 Santa Morica, CA 90404 310.828.6876 fax 310.828.6885 tel 5 1 2ND BID SUBMITTAL 6/22/99 4 BID SUBMITTAL 3/15/99 3 PLAN CHECK 3/3/99 2 50% CONSTRUCTION DOCUMENTS 2/15/99 1 100% DESIGN DEVELOPMENT 12/18/98 No. Description Date No. 3104 � Cxp. 3•sl -� ` I W" Title UTILITY PLAN COVER SHEET Date 2✓ 8/9$ scale 1 "= 80' Prc1ed Number 98 -143 CAD FleJE31SWO1.DWG sheet Number 02.07 V. 5.1.3z) < i „ k 1 ' U I • " ' �'�,. - .:' . , , , , i�ay V , , n• �-- T- .,>... >�_ .:_�: - -- - - - _ v.. - - -w; ve'r'sa,- - -�'- ^= - _ - - - -' -- 4 ° 0 b7ki�R`S ` a V ,- w' > , -,--1-3 __ _ ,_ " __ ,..,.,. _..__._ .__.__.__ >._e. - - �.i : . LF OF 24 .-. ..� �,,. __ _..� . _. ��.,._ _�__,_ - _ ; , . .. , .... _ . I' T7~°', ., -•bra F1'1 C\ ••�— F� ~~•.,_ - - 0.18 - -= i ;I - - is .` i \ t µWA• aR� •VI~ 4 3 > y2 TE SER CE r �C 4 Y A. 1 , , , ,r Y., , , r _� OF 24 w .... -..... _t. _:._ – .: - _. - ._ - - _ - Y OTHERS) ti• , '� ER V , � r. � __ ._. w _ -R - - "� '.;i.._ -- -- _. _. 9 is V w r r wJ — - 1 f W — .. R , .. i � w a �� .i b 1 S EET � ,.. \ � -w w -- — TI T Xi •T`: 2 � THER I t E 0 S �' ,1N-E E 7�. T T''' p° C2.� � 0 _ T N TI N WA E�RS 0 � ^ ,>�._ CO U ©ti RUBBER �'i _ It cm E _ ,_ _ .r 11 & CONC. ENCASE FOR WATER XI SEWE�` 0 ,/ � i ,,.� .., -� � LOCAL � S ; D F� O : , , i i � 1 XI TMl /� V E S G' - - N T € TIGHT T N C :r G CO E - 1 , /' ;f ``RENO E7• \BY- _ BE ,. VE ,i - R / IN - I F °� N TA I .4�'- A OU , - N AN ;/ D �I -�- Ht�L.E • riR- IF V TI ,� �� :,:, VERIFY E 0 �' '' °�M �, i QC's •r h^ \ J ! t ?1 - a\ \f / TH _ !- - _ S�� E J°- - 'n �.Y_. ' T `A TANK _ S OR GE ,' i 'S 1 � 1 i j X' �t 3 �w _ g �f \ , c ,\ _ w -�ks - i A _ _ ' 1. 5 1 I 2 _ s i F '1 AC i tk, , e _ _ i •'� il�E- 'B�-'OTH -�= _. 1* at a N 6 R 1' \ 1\ I H. RA T RE YD Y — �t f O �.- Ji_ — E 4 0 , �. A v _ �j.>� Y _� V rc! c • S - A WA 7 k C —r F € , 'O � 1 x '•1 i ! f :f 'tar sr 6 - s '� i r ,s oo �{ t�, t o 7t ( i 4 ' t $ A A .� , x : j , , e , , , , i , , , , , , , , i 1 � .� � fi `i I ; „ ., .. ��, -�-_. �i ' i': 31�i � € €7 7T c: jj � 3 , ( : 1 � ` <,• € � �._M�;� I= ps ~a � �a, 's o - ; is 9 A' t , , li - f 1 3 1- 3'� -�' .. '�' � % { ','` = � f ( ',a �i•':a,. � }K •..� _ ,t rs:. ` t}, t � , 1 , , I Y _ �.� .� ��,� O •/�/ s � n _., �,,t;€tp.•, /,• %` ` `` � Y ..l \ v a \._" '� !� j/} €4 S � { � �� `{ �' f � `a � �` �ff N IICH t;x AREA ILU, J� - , • i i _ '" >, 4.'s: • r, _ 'D i 'i 4,l '-{ ___l % (Jy \ � ',._ � ,# / � -j'ti. ): 1 �l J `.� n -' � f�', Jv �.. : -- � P - tN _ s r -L r - _ 0 \ I - A_ r _ W r , , „ , • , , M Yi•, ... -^'" 1 \ ,. a. \. `�<, �. \ ,' .s'` S ''•:.�. - -i' si:.>,' ri^ . !c� r q.. , LINE ; ,F ,f r ! -FJ _ , i , z a x 4 : , w . c ✓ ••i L Tom+' ~ ~ ~� T ,X _ _ - „r , .- S N M G.+ B f i �. _ . Is. T.: , ^�'�J�by.:,.. _y► � E _,-,• , , , P :f. f IIII-ORVA D � LP► -_ , .,f 1- _ E R 4 FOR Syr,^ {F��> .. .. , s E EC. , I4 ON .. 4 1 C S 12 L C_ 0 ViCE t _ - a / - 0'N 0 11 SS L _ - - _ M E W N 0 ► :.. 2 „� aem� E .�.� , , � �r - - _� W � a� Rp\ ► - r ► � _ ' • _ . ,. 13��, » -- • !,.. -- � 'R SCH _ _ -_ ; ; _ _ . � _ =;-- --cv . �, -, \-�µ P° • ACCO: AST -' _ - o'F 1 C 1 1 .' _ _.: - f- . - -- , R t �. w _.. � r... _ 180 - _ _ f � ,. - , _ p- t M p,N OR . pROViDE - - "- • S.F. RA T(? ► c M , _ , _ r.._P - ...y.._w � _. -.., .. ► 1, � . 6Z- TAL>sK;. N _ � iNS T O B _ 2 ,. _ ► 1 3 1 Y tip B IF .. - _ q ' 40- N_,_ VE t 6 - .. L O _ : N , 9 . , U, S •5s / pWER CH B 1 - - X•[END qB0 -- - '-_� - -• ,.. _._._, _ - SEE D��• _, RiM AND _ - - _ ,,..., „ pTL EE " SE _ E i - �x _ � pR0 ' z ' 'FII`�iSH ¢- BADE , ' SING FOR _ -. �' TALL AM •� 2-800 4 w. i ' i a � t € G Fes. ER- S - .. - NEB CH __ _ S RS ---' 2 R -_B - -- CRE _ N 0 ; C r „ ND OVE _ , - iE ,..}, : E , - .__ter gNfl , , i K , t , F' F 1 ' ,crf •y + t ” , , , - , , , - 1. ,. - ..-_ ' _ .,.. - . _. _, i •. , -., . , � c ; i l..-i ` it (.5, €' ` !. 'f , 1' �lti t: I� 1 .Ay . t € ; 1 i _ „ t, , END; N , I ; , 7 J, _ r r 1 7 k .,_., � .r.- .t ^,... «C:,, - '€r`�'Y _,ice %' �'�.;'q`• �j ':�1 =+ %.'- r '3 # � /-`1 _ EXISTING 3.5 �c 5.85 - `'' ._..3 � � � ,i�; - ' VAULT, POINT OF .._ i }•� •' a -_,,., ,t , CONNECTION � -- -� -- - -' PROPOSED N0. 3 2 r ; , _. JC _ PULL: BO �t,3.< - , ' , ;, , „ , , . ._ -, :. - ± ... i .._- , f: c. t } 1 ' M: f � ETECTOR = { :n ,' , z D � POLY D GR AS SEE D TAIL 2.1 ' L CONTAINMENT pAD 11 FUE 12" STORM pRAtN LiNE •.... ■ » cjTORM DRS \N E4 w _.- X w -- • � • _ — pVC SCH 4 �- ,�- `^ x 2 —�-�? w _ TER LINE E�.. � � WA SCALE: 1 " = 30' 30 15 O 30 60 FOR LEGEND SEE DWG. N0. C2.07 x AM A CAL ELECTRICAL LINE INSTALL PROVIDED E C•�RI CAB ►NET DETAIL "A" ��202#1,11 FAI 7�1T7/�J, `' ITEMS INCLUDED WITHIN ARE TO BE CONSIDERED X AS THE WATER FEATURE BID ALTERNATE ITEMS OF CONSTRUCTION al -� tw Tr, l n CONTROL 2 FUEL Sp \L1 BY F �P r PANEL Sp \L ON�P \CPL pLTPSLS SEE E'LEC05 FOR DE SNT E6 • NEL #2 �-\ROL Psp \LL PCTORi CgY �R CPL CO C NS ELE '1" C BOY, 0 ECT L OiSCONE ECG \C R ?0 1 C � BY S\ NTRP � Z � CO \NE 1�'m ELEC CAB 1� n' �1 �FA Cp,S\NG 0-MERS 11 11 � 6rr FOR ELE POLY DRAIN & ; ,•, ���� f GRATE, SEE DETAIL DETAIL B SCALE: NONE (c) 1898 Rossetti Associates AroHtects I \ Amtrak Station &*ereW CA t € , 10 Santa Morrc:a Blvd, suite 300 Santa Monica, CA 90404 310.82 &6876 fax 310.828.6885 tel � Y���O � • n`�c, r 1 i 00(� or gyp• ��' ;�'� �� \ CP si,eet Ttue UTILITY PLAN WEST PORTION Date 12/18/98 scale 1 " =30' Projea per 98 -143 CAD JE31 SWO2.DWG Ll.sr(eet rkmber 1.38CZ08 QWATER 1 FEATURE BID ALTERNATE LIMITS 6/29/99 5 2ND BID SUBMITTAL 6/22/99 4 BID SUBMITTAL 3/15/99 3 PLAN CHECK 3/3/99 2 50% CONSTRUCTION DOCUMENTS 2/15/99 1 100% DESIGN DEVELOPMENT 12/18/98 No. Description Date � Y���O � • n`�c, r 1 i 00(� or gyp• ��' ;�'� �� \ CP si,eet Ttue UTILITY PLAN WEST PORTION Date 12/18/98 scale 1 " =30' Projea per 98 -143 CAD JE31 SWO2.DWG Ll.sr(eet rkmber 1.38CZ08 1 i 406.1 405- If 4 5.7 0 h lift i 1 404,; 1 i i 405 II I�F "'J C. R 'kPLACE EXISTINC S P L I t` I –N-1- - —T. 405M, 405,8 -W15 -5 40,57 , -oSEWICE ROAD -7-w�5j - 16 405.&2 406.2 X A-04.5 it 4C4 F- 404,3 4-- 404.4 40 404.9 40' 5�22 tgLROAD 4M.7 _w _ ski; 0 1 404,7 9 SCPAP PiLES 'A- 4005 24" R C I 405 7 4 405.5 405Z 4� SCRAP PILF-1 40--7 404.5 -)5 4 FOR LEGEND SEE DWG. NO. C2.07 (c) 1998 Rossetti Associates ArcNtects Rojed Amtrak Station I &*iweW CA I fWJW 2001 11HEELM CT. • BAMUM ®1999 *rW.AONA • 93309 • (0) 834-04 1819 Santa Moika W4 Suite 300 &Tfta Monica, CA 90404 310.828.6876 fax 31022118885 tel UTILITY PLAN EAST PORTION -12t Scale Project Number 98-143 CAD Fie JE31 SW03.DWG S1,106t Number C2M09 133 5 2ND BID SUBMITTAL 6/22/99 4 BID SUBMITTAL 3/15/99 3 PLAN CHECK 3/3/99 2 50% CONSTRUCTION DOCUMENTS 2/15/99 1 100% DESIGN DEVELOPMENT 12/18/98 No. Description Date , -oSEWICE ROAD -7-w�5j - 16 405.&2 406.2 X A-04.5 it 4C4 F- 404,3 4-- 404.4 40 404.9 40' 5�22 tgLROAD 4M.7 _w _ ski; 0 1 404,7 9 SCPAP PiLES 'A- 4005 24" R C I 405 7 4 405.5 405Z 4� SCRAP PILF-1 40--7 404.5 -)5 4 FOR LEGEND SEE DWG. NO. C2.07 (c) 1998 Rossetti Associates ArcNtects Rojed Amtrak Station I &*iweW CA I fWJW 2001 11HEELM CT. • BAMUM ®1999 *rW.AONA • 93309 • (0) 834-04 1819 Santa Moika W4 Suite 300 &Tfta Monica, CA 90404 310.828.6876 fax 31022118885 tel N 0, 2(")IC4 C m a eetnft UTILITY PLAN EAST PORTION Date Scale Project Number 98-143 CAD Fie JE31 SW03.DWG S1,106t Number C2M09 133 5 2ND BID SUBMITTAL 6/22/99 4 BID SUBMITTAL 3/15/99 3 PLAN CHECK 3/3/99 2 50% CONSTRUCTION DOCUMENTS 2/15/99 1 100% DESIGN DEVELOPMENT 12/18/98 No. Description Date N 0, 2(")IC4 C m a eetnft UTILITY PLAN EAST PORTION Date Scale Project Number 98-143 CAD Fie JE31 SW03.DWG S1,106t Number C2M09 133 STANDARD NOTES: SEWER & STORM DRAIN 1. GENERAL CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. 2. ABS PIPE INSTALLATION MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATIONS D -2680 AND D -2751. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGH OUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. JOINTS : USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE ABS PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D -2321. ONLY CLASS I, II, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 3, PVC PIPE INSTALLATION MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATION D -3034 FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGH OUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. JOINTS : USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS WHERE PVC PIPE CONNECTS TO VCP PIPE, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D -2321. ONLY CLASS 1, 11, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 4. SYSTEM TESTING A MANDREL TEST AND PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PIPE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD SUBDIVISION MANUAL AND THE RECOMMENDATIONS OF THE MANUFACTURER. 5. WYE FITTINGS SHALL BE INJECTION MOLDED IN -LINE TYPE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23 DEGREES ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. 6. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG. SOLVENT WELDED. 7. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS S -7, S -8, AND S -21 AND SECTIONS 70 -1.02H AND 71 -1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING S -20. 8. BACKFILL AND COMPACTION OF TRENCHES SHALL BE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING ST -22, EXCEPT AS NOTED ON PLANS. 9. COMPACTION TESTS WILL BE THE CONTRACTORS' RESPONSIBILITY. THE NUMBER AND LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 10. ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCES, ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER. 11. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING S -6, EXCEPT AS NOTED ON PLANS. 12. ALL STORM DRAIN PIPE SHALL BE CLOSED PROFILE GRAVITY PIPE CONFORMING TO ASTM F1803 -97. 13. WATER JETTING AND FLOODING SHALL NOT BE USED FOR BACKFILL COMPACTION FOR FLEXIBLE PIPE. 14. MANHOLES SHALL BE TYPE "A" FOR PIPES UNDER 48" IN DIAMETER UNLESS NOTED OTHERWISE. 15. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION. TELEPHONE 1- 800 - 642 -2444 16. CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN LINES. VERTICAL AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY EXCAVATIONS 0 S T 0 VERIFY THAT THE PROP DESIGN PROPOSED DES G DOES NOT CONFLICT 0 CONFL C WITH ANY UTILITIES. IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A UTILITY IS DAMAGED THE CONTRACTOR SHALL BE WHOLY RESPONSIBLE FOR ITS REPAIR. 17. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER AND STORM DRAIN LINES THAT NEW SYSTEM TIES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE MADE. UTILITIES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR TO TRENCHING. CROSSING UTILITIES SHALL BE DAYLIGHTED AND CHECKED FOR GRADE, BY CONTRACTOR PRIOR TO TRENCHING. STANDARD NOTES: WATER 1. CHLORINATE AND PRESSURE TEST IN ACCORDANCE WITH AWWA STANDARDS. 2. ALL PVC PIPE TO BE SCHEDULE 40 WITH GLUED JOINTS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. - - - - - - - - - - --�- - - -� W TRACK NO. 1 CHRISTY B -31) BOX o OR AMTRAK PROVIDED WATER CABINET 2 WATER LINE ( (SEE PLAN) - - -E4 E4 - - - - -- CLASS B " a CONCRETE '..'.. TYP " 2" ELEC. _.-- CONDUIT CONCRETE PLATFORM PLAN VIEW N.T.S. ELECTRICAL AND WATER SERVICE TUB OUT 0 CONCRETE PLA TFOR) N. TS. CHRISTY B -31) BOX b LANDSCAPE OR AMTRAK PROVIDED WATER CABINE 2" WATER UNE - - - -E4 - - - - -- --o-- - E4- - - - - -- SERVICE ROAD <� � 2' ELEC. CONDUIT PLAN VIEW N.T.S. ELECTRICAL AND WATER SERVICE STUB OUT ® SERVICE ROAD N. T.S. THREADED CHRISTY B -31) BOX W/ B3D UDOR FINISHED GRADE CAP I AT FUTURE ) �� E LOCATIONS 2" TEE ..� 1 � � 2" x 1" TEE " 1 2 SCH. 40 2' PVC SCH. 40 ELEC. CONDUIT I I WATER UNE rA I I I A SECTION A -A N. T& CHRISTY CATCH BASIN NTH CHRISTY GRATE (H/20 LOADING ), OR APPROVED EQUAL GRATE AANND FRAME SHALL BE GALVANIZED AFTER FABRICATION. r- 2" 1 72' „ 6 STRUCT CONCRETE APRON ALL UND WHERE C.B. IS NATHIN PAVING, OR CONCRETE GUTTER. 6" N SAND BACKFILL AND BEDDING ACTED TO 90%. -CONTINUOUS RUBBER WATERSTOP (TYP.) GRA TE INLET N. TS. 41 % OPEN FLOW AREA W ZS a�w O O O O NOTE: FOR SCHEMATIC PURPOSES ONLY, REFER TO MANUFACTURER'S SHOP DRAWINGS FOR EXACT DIMENSIONS AND DETAILS. "CHRISTY" CAST IRON GRATE (B1 U22 -71 CHD HEA VY DUTY) (OR APPROVED EQUAL) N TS. OVERNIGHT ELECTRICAL CHANNEL TAIL (IN PASSENGER LOADING ZOI 6" ROUND DECK DRAIN MANUFACTURED BY J.R. SMITH MODEL 2310 FBS, GALVANIZED CAST IRON BODY WITH NICKEL BRONZE STRAINER OR APPROVED EQUAL. CONTACT ELMCO SALES, INC. COORDINATE LOCATION AND PLACEMENT WITH CONCRETE CONTRACTOR. W ti DRAIN LINE II N. TS - DEPRESS IN F AREA DRAIN H TS. POLYDYN POLYDRAIN NOTE: 1. CHRISTY CATCH BASIN WITH CHRISTY GRATE (H /20 LOADING), OR APPROVED EQUAL GRATE AND FRAME SHALL BE GALVANIZED AFTER FABRICATION. 2. FOR SCHEMATIC PURPOSES ONLY, REFER TO MANUFACTURER'S SHOP DRAWINGS FOR EXACT DIMENSIONS AND DETAILS. "CHRISTY U43 CATCH -BASIN 3' X 3' WITH 6" WALLS (OR APPROVED EQUAL) "Ts' CHANNEL AMTRAK 8' CHAIN BEDDING CONCRETE - PROVIDED LINK FENCE 4 "0 ELECTRICAL PROVIDE OPENING AMTRAK CABINET E END PLATE IN GRATE FOR PROVIDED I POLYDRAIN CHANNEL SLOPE ELECTRICAL CABLES ELECTRICAL 4 "0 END CABINET 1' -0" PLATE SERVICE ROAD D, GRAVEL BED (1 CU. YD.) POLYDRAIN CHANNEL i ` E SOIL SUBGRADE 4 "0 OUTLET SLOPE --------- °'r OR APPROVED EQUAL. W -, 2. USE SECTIONS 010 THROUGH 100 = ..... °_ p 8" SCH 40 CONDUIT y '4 i 4" DIAMETER OUTLET (LANDSCAPE SIDE) W/ PULL ROPE 2. USE SECTION 021 GRAVEL BED l` 4" DIAMETER ENDPLATE (1 CU. YD.) SOIL SUBGRADE-1/ DA N.T.S. COMPACTED TO 90% ` • a (LANDSCAPE SIDE) OVERNIGHT ELECTRICAL CHANNEL SOIL SUBGRADE D DETAIL /N SERVICE ROAD N. T.S. OVERNIGHT ELECTRICAL CHANNEL TAIL (IN PASSENGER LOADING ZOI 6" ROUND DECK DRAIN MANUFACTURED BY J.R. SMITH MODEL 2310 FBS, GALVANIZED CAST IRON BODY WITH NICKEL BRONZE STRAINER OR APPROVED EQUAL. CONTACT ELMCO SALES, INC. COORDINATE LOCATION AND PLACEMENT WITH CONCRETE CONTRACTOR. W ti DRAIN LINE II N. TS - DEPRESS IN F AREA DRAIN H TS. POLYDYN POLYDRAIN NOTE: 1. CHRISTY CATCH BASIN WITH CHRISTY GRATE (H /20 LOADING), OR APPROVED EQUAL GRATE AND FRAME SHALL BE GALVANIZED AFTER FABRICATION. 2. FOR SCHEMATIC PURPOSES ONLY, REFER TO MANUFACTURER'S SHOP DRAWINGS FOR EXACT DIMENSIONS AND DETAILS. "CHRISTY U43 CATCH -BASIN 3' X 3' WITH 6" WALLS (OR APPROVED EQUAL) "Ts' CHANNEL AMTRAK PROVIDE OPENING BEDDING CONCRETE - PROVIDED IN GRATE FOR 4 "0 ELECTRICAL ELECTRICAL CABLES 4 "0 OUTLET CABINET E END PLATE :cn0 I POLYDRAIN CHANNEL SLOPE (FUEL CONTAINMENT PAD) W SAND BED , GRAVEL BED (1 CU. YD.) -: �Z ` E SOIL SUBGRADE 1. POLYDRAIN TRENCH DRAIN, COMPACTED TO 90% OVERNIGHT ELECTRICAL CHANNEL TAIL (IN PASSENGER LOADING ZOI 6" ROUND DECK DRAIN MANUFACTURED BY J.R. SMITH MODEL 2310 FBS, GALVANIZED CAST IRON BODY WITH NICKEL BRONZE STRAINER OR APPROVED EQUAL. CONTACT ELMCO SALES, INC. COORDINATE LOCATION AND PLACEMENT WITH CONCRETE CONTRACTOR. W ti DRAIN LINE II N. TS - DEPRESS IN F AREA DRAIN H TS. POLYDYN POLYDRAIN NOTE: 1. CHRISTY CATCH BASIN WITH CHRISTY GRATE (H /20 LOADING), OR APPROVED EQUAL GRATE AND FRAME SHALL BE GALVANIZED AFTER FABRICATION. 2. FOR SCHEMATIC PURPOSES ONLY, REFER TO MANUFACTURER'S SHOP DRAWINGS FOR EXACT DIMENSIONS AND DETAILS. "CHRISTY U43 CATCH -BASIN 3' X 3' WITH 6" WALLS (OR APPROVED EQUAL) "Ts' CHANNEL CLASS "B" CONCRETE OFLUSHALOCKING BEDDING CONCRETE - DEVICE #811 MINIMUM 4" DEVICE #811 ALL AROUND A.C. {} ;; PAVER CLASS "B" CONCRETE CRETE :cn0 PAVER (FUEL CONTAINMENT PAD) W SAND BED , SAND BED -: �Z ;'; 1. POLYDRAIN TRENCH DRAIN, z- { °'r OR APPROVED EQUAL. W -, 2. USE SECTIONS 010 THROUGH 100 = ..... °_ y. y [ 4 DIAMETER END PLATE (TRACK SIDE) y '4 i 4" DIAMETER OUTLET (LANDSCAPE SIDE) ' 2. USE SECTION 021 SOIL SUBGRADE 4" DIAMETER ENDPLATE COMPACTED TO 90% SECTION D -D (TRACK SIDE) N.T.S. POLYDYN POLYDRAIN UTILITY PLAN CHANNEL CLASS "B" CONCRETE #500 GRATE BEDDING CONCRETE - DEVICE #811 MINIMUM 4" 17 - 1:3 1? ALL AROUND PAVER PAVER SAND BED , SAND BED 1. POLYDRAIN TRENCH DRAIN, = ..... °_ OR APPROVED EQUAL. ' 2. USE SECTION 021 4" DIAMETER ENDPLATE -4' (TRACK SIDE) 4" DIAMETER OUTLET ` • a (LANDSCAPE SIDE) SOIL SUBGRADE SECTION E -E COMPACTED TO 90% N.T.S. /6. U O 12• 6 NOTE: FOR SCHEMATIC PURPOSES ONLY, REFER TO MANUFACTURER'S SHOP DRAWINGS FOR EXACT DIMENSIONS AND DETAILS. "CHRISTY U22 CATCH -BASIN W/ TH 5" WALLS (OR APPROVED EQUAL) (c) 1998 Rossetti Associates ArcWtects I Amtrak Station Bakersfield CA *2001 WHMA I CT. • BAKERSAELD ORNIA • 93309 • (805) 834 -4814 1919 Santa Monica Blvd, Sixte 300 Santa Monica, CA 90404 310.82116875 fax 310.828.6885 tel 5 2ND BID SUBMITTAL 6/22/99 4 BID SUBMITTAL 3/15/99 3 PLAN CHECK 3/3/99 2 50% CONSTRUCTION DOCUMENTS 2/15/99 1 100% DESIGN DEVELOPMENT 12/18/98 No. Description Date V yY No. 2E ..041 7 3.31. Cl OF C� Sheet Title UTILITY PLAN DETAILS SHEET Date 12/18/98 scale NONE Project Number 98 -143 CAD File JE31 SW04.DWG sheet Number c2mlo 17 - 1:3 1? Y 4-� V , < --- ------------ Z A, Z, yap % Z z 0 Uj LLJ UQ 0 40 CA 0*0 0 �08-ZS 54; 1 F= w .f7 T:W-CASING gm -1004 Y Tiq � < 4—r FRP IN W x LF OF cc 6 WC-) S,%�L 9(' ;—t 4 0 -,,, Y11 TN IN S 01 00 a i, C14 Ul Cj 0 �Cowov E3 -0 C 3 o l- '... 4(Y-' :2 z ti LLJ En -i CC C4 M 0 LL"Li 0 00 z 0 (L LU =) (r UJ LL o LL. V) "i -C4 N A 0 04 -z' 21 0 0 0 C.) 0 V) 0 V4,601S Z) 0 . . .. . .. . .. . w M ,e) x z Vii? Z z w 0: < LLJ 1 1 j LU 0 0 00 OD w W < M tp I C/) (L LLJ z lox Lo" U- M LIJ Ck: Zv (A ILL, OW MZ —01 LLJ LLJ CIL, �ze LL. (n C-> Dn!� to LLJ I- O!Q5�L, Wwir= r- M-Jzzn 'Mo QC.) Lj L� V) 0>- :5 =oWLLjjW z 0: ffii <Q 0 0 M 0 -JOEOZx w fu pp I a: V) Ov d 0 S� 31i f-: CM) E 0- e T P5 Jj Mo 0 z GO 6 Cr 0- w ow a- Uj W ic- WO 0- U- (n 0 F5,wwo M oo�- (zn F- F- (n z U. z a. Z5 >- <:z ir -4 ov)wo- omno 0 6 Q zj W om 9=,�Jcn Zn umj F=,-< 0 LL� W QzW (n O w iyc pf z Uj LLJ o cn ux) w it � Lo QL--' F= Coo t4 L(g, Oq W- M LLJ < o f5 cor V) no I-- L, CD M �C: ,- zo M vt Q0 0 1 w 0 o .0w =: � C& 0 K 5!2 6 cn:;? >- 0 <(n a. wwom ZO �I?5 0 1 - z R z z z 0 F=XQ 0 0 LDOXW < w Cr c-, 0 Cr < n zu1no- 0 cr_ w _,Q Cn < z Wr � >-:;z C, o MM00- mir(no t ' �°�� 1 cc C- wo :z "I 4 12.12' 2 va 3 0.5% 9 e 0 /IA(/ I , ; fN . 191% 7:77 00 3t W C i ' Nv� r ig- -7 C,4 cr_ N 50 OD N o w 0 W wo CD o. Irv. 66 - � , � ��-CD-i 1:-4, 00 �� N � - {0.� ' Ozi � V� ul t- p to 0 0 A VA 4 i� ty- CA V-1 4� NQ 7 JZ2' { t JY ', 00 0 A (c) 1998 Rossetti Associates Architects PIOJ@d Amtrak Station D*fwsW CA All, 1 ii M Santa Morica Blvd, &h 300 Santa Monica, CA 90404 310.828.6876 fax 310.828.6885 W E S L No. ire OF CJ,L\, ""UTILITY UTILITY PLAN FUEL SPILL COLLECTION SYSTEM Date 12/18/98 Scale 1"=10p Project Number 98-143 CAD File JE31 SW06.DWG Sheet Number C2012 9 ass 5 2ND BID SUBMITTAL 6/22/99 4 BID SUBMITTAL 3/15/99 3 PLAN CHECK 3/3/99 2 50% CONSTRUCTION DOCUMENTS 2/15/99 1 100% DESIGN DEVELOPMENT 12/18/98 No. Description Date E S L No. ire OF CJ,L\, ""UTILITY UTILITY PLAN FUEL SPILL COLLECTION SYSTEM Date 12/18/98 Scale 1"=10p Project Number 98-143 CAD File JE31 SW06.DWG Sheet Number C2012 9 ass 390'5" 38.03, SCALE: 1 " = 10' 10 5 O 10 20 1 /8" BUNA –N —� i� GASKET R M r' 1/4" REDHEADS ®- 1'-6" C /C, 2" EMBED. i i i i i i • FURNISH & INSTALL " BASHING " - �NS'(ALL pRAIN 12 FOR IOCA"(I iREN SNV'ET C2' SF3: —1 1/4" FRP FLASHING DETAIL "1" N.T.S. ZAILROAD TIE ;OLLAR AROUND –3" x V -11 1/2* x 6" FNRCPENTRIC SECTION B -B TYPICAL DRAIN CONNECTION SCALE = NONE FLASHING SEE DETAIL "1" I Y L) 5' -1" I SILICON SEALANT SIMILAR TO SECTION A –A P2 3 158'-0" "P3 -3" PAN I.D. NUMBER SEE TABLE AT MIGHT PLAN VIEW PAN COLLECTION SYSTEM LAYOUT SCALE: 1"=10' ----------------- - - - - -- 1 TIE, -------------------- - --} "� SECTION C SCALE: 1"=l'–O" I _ 5' -0 1/2- SIDE PAN r------------------------------ 6" CONTAINMENT ;, -;_ F_j SLAB _ =k TIE 1/2- EXPANSION L------------------------------ JOINT FILLER SECTION D SCALE: 1 " =1' -0" 5' -1" 1 1 x1ka/AL r-/A 1'4 OL UR/`111'4 1110 1 hLLh I IVIN SCALE: 1"=l'–O" 3 "} BACKFlLL WITH BALLAST TOP OF PLATFORM BACKFlLL W/ BALLAST AS REQUIRED (TYP.) V -5" x 1' -6 3/4" FRP GRATING (TYPICAL OF 2) — — — — — — — — — — — — — - - - -- - - - - -- 'ACTURER) I I I I I L-- -- P3 3 --`- 39'-5" TRACK COLLECTOR PAN COMPONENTS STRAIGHT SECTIONS I.D. NO. TYPE STYLE LENGTH Pt -1 III STANDARD 39' -5" P2 -3 III STANDARD 39' -5" P2 -4 III DAMMED 38' -7" P3 -1 III STANDARD 39' -5" P3 -2 III STANDARD 39' -5" P3 -3 III STANDARD 39' -5" P3 -4 III DAMMED 38' -7" CURVED SECTIONS I.D. NO. TYPE STYLE LENGTH Dc RADIUS**j 0 TANGENT P1 -2 III STANDARD 39' -5" 5' 1146.28' 01'58'13" 19.71' P1 -3 III STANDARD 39' -5" 5" 1146.28' 01'58'13" 19.72' P1 -4 III DAMMED 38' -7" 5' 1146.28' 01'55'43" 19.29' P2 -1 III STANDARD 39' -5" 1 5' 1 1146.28' 01'58'13" 19.71' P2 -5 V DAMMED SIDE PAN *24' -6" 1 5' 1 1146.28' 01. 13'29" 12.25'–d *LENGTH ALONG TRACK C.L. (20' -1" IS STANDARD, 24' -6" PREFERRED IF AVAILABLE) ** CHORD DEFINITION COMBINATION SECTIONS I.D. NO. TYPE STYLE STRAIGHT LENGTH Dc RADIUS** Lc a TANGENT P2 -2 III STANDARD 32' -4" 5- 1146.28' 7' -1" 00'21'15" "CHORD DEFINITION -- --- CROSS DRAIN 12 – 9' -10" LG. CROSS DRAINS WITH CENTER AND SIDE PAN GRATING (FRP) END PANS 2 – 10' -0" TYPE III CENTER END PANS R.H. & LH. SIDE PANS END PANS 1 – 7' -6" TYPE III WITH ONE CENTER END PAN AND ONE R.H. END PAN (TRACK NO. 2) 6" PERFORATED BALLAST DRAIN (BY OTHERS) NOTE: ALL TRACK COLLECTOR PANS SHALL BE MANUFACTURED BY SYNTECHNICS, INC. (502/898 -7303) OF GENERAL PURPOSE POLYESTER RESIN. SURFACE COAT SHALL BE SLIP RESISTANT, CONTAIN A UV INHIBITOR AND BE DARK GRAY IN COLOR. CONTRACTOR SHALL INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND PROCURE REQUIRED MOUNTING HARDWARE. PLATFORM (TYP.) SEE STRUCTURAL PLANS W 1998 Rossetti Associates ArcMtects Amtrak Station BakersfieK CA W Santa Monica BIv4 Suite 300 Santa Monica, CA 90404 31022 &6878 fax 310.828.6885 td �t*r No. 28101- 15x0.541 qTc" OF C AU i Sheet 'Me UTILITY PLAN FUEL SPILL COLLECTION SYSTEM PAN DETAILS Date 12/18/98 Scale AS NOTED Project Wmber CAD Fie Sheet Nxrbw C2.13 j� 5 2ND BID SUBMITTAL 6/22/99 4 BID SUBMITTAL 3/15/99 3 PLAN CHECK 3/3/99 2 50% CONSTRUCTION DOCUMENTS 2/15/99 1 100% DESIGN DEVELOPMENT 12/18/98 No. Description Date �t*r No. 28101- 15x0.541 qTc" OF C AU i Sheet 'Me UTILITY PLAN FUEL SPILL COLLECTION SYSTEM PAN DETAILS Date 12/18/98 Scale AS NOTED Project Wmber CAD Fie Sheet Nxrbw C2.13 j� 1111 z � 0� 6'-10 1/2" - uj I i, 0 VARIES 0.5' CONCRETE SLAB OVER 0.35' A.B. OVER 0.50' SUBGRADE COMPACTED TO 95% 7'-10 1/2" LLJ ffow I LANDSCAPE 0 - ZI 4 0 -7, 0.5' CONCRETE SLAB OVER 0.35' A.B. OVER 0.50' SUBGRADE COMPACTED TO 95% CHRISTY U21 CATCH BASIN WITH U21HT TRAFFIC GRATE INV ELEV. 399.02' TYPICAL LATERAL CONNECTOR, SEE DETAIL "A to 0 w 1 * , 0 7' -1" VARIES 5'-0 1/2" C141 ZI 0� YI Z Q TOP OF PLATFORM — — — — — — — — — — BALLAST — — — — — — — — — — — 1 z- - - - - -- — — — - - — — — — — — — — — SUB-BALLAST II 7 — — — — — — — — — - - — — — — — — - 2.0% I - 1 6" DRAIN 2.01.1 F (BY OTHERS) L 4" INV. PER PLAN 4" INV. PER PLAN I VARIES TYPICAL SECTION DRAIN C�O L L FEC T T10 N SYSTEM ' SCALE- 3/8"=1'-O" 70-1 5'-0 1/2" d W/ 2" SQ NUT TRAFFIC RATED VALVE BOX W/ 2" SQ NUT (TAPERED) I & COVER MARKED "SEWER" (TAPERED) r* CONCRETE a COLLAR F_� MI CONCRETE 6" C41 TOP OF PLATFORM COMPACTED CHRISTY U21 SEAL PIPE N CATCH - L Z CATCH BASIN BASIN CLASS "B" NTH U21HT GRATE TRAFF IC 7 1/2 4" 45" ELBOW to 0 0 001 S x S (TYP) 4"0 FRP PIPE 12" CASING 4" 45' LATERAL Y (BY OTHERS) 4 x 6 CONC '001 ui L) 6"0 FRP PIPE T to 0 ----------------------------------------------- - — - — - ---------------------------------------------------------------------------------------------------------------------------------------------- '00 < MATERIAL COMPACTED TO SEE DWG. NO. C2.13 Ir 4" VERTICAL _ 0D 4 \_SUBGRADE — o LEGEND ,0 PLAN VIEW FOR PAN DETAILS r- TO 90% ' qt POLYDRAIN SHALLOW CHANNEL-001 DRAIN � CROSSING T1 IN T.R. TOP OF RAIL it SCALE: 3/8"=1'-0" er SLOTTED GRATE. MIN. MIN. INV INVERT PIPE O.D. +12" GIRT GRATE 404.17 NOTE: REFER TO C.O.B. STANDARD ST-22 -- — — — — — — — — — — — — — — — — — — — — — — — — — — — B.R. — — — — — — — — —I— — — — — — — — — — — — T 7 ll'-5 3/8" _j L------ --- - - - - -1- - ------ / BALLAST CUT HOLES IN CASING L— SUB-BALLAST — — — — — — — — — — — — — — — — — — — — — — — — — - FOR CONNECTIONS. BACKFILL OPENINGS WITH 't 0 SANDBAG S ( T YPICAL OF 4) SEAL PIPE IN CATCH I I -BASIN i 4x6 CONC IT- RED E A A -2 1 zi TOP OF PLATFORM L 4 399.75'j 4"0 FRP @ 0.5% 6" INV 3'-6- 3'-6- 39861' 63.5 LF 12" CASING 0 0.5% 6'-0' 1-1.0 2'-0'. 11*�Q-j 2'-0- 398.65 12" *BOP (BY OTHERS) TYPICAL OF 5 SPACES 12" STORM DRAINJ� 12" B BOP 4 x 12 PSI MODEL PE SEE DWG. NO. C2.08 399.02' CASING INSULATORS 4" BOP 8 REQUIRED _T — i — — — — — — — — — — — — — 2.0% _ 6" DRAIN _ 16 1 (BY OTHERS) 4" INV. PER PLAN I L — — 7#-2" 1 V-5" lot-on TYPICAL OF 3 SPACES I Fwwap� __4 L 399.75* 6" INV 6 x 12 PSI MODEL PE 6"0 FRP CAD 0.5% CASING INSULATORS 4 REQUIRED FUEL SPILL d W/ 2" SQ NUT TRAFFIC RATED VALVE BOX W/ 2" SQ NUT (TAPERED) I & COVER MARKED "SEWER" (TAPERED) r* CONCRETE a COLLAR F_� DRAIN CROSSING IN CASING CONCRETE 6" TOP OF PLATFORM COMPACTED CHRISTY U21 SEAL PIPE N CATCH - L NATIVE BACKFILL CATCH BASIN BASIN CLASS "B" NTH U21HT GRATE TRAFF IC 7 1/2 4" 45" ELBOW to 0 0 001 S x S (TYP) 4"0 FRP PIPE 12" CASING 4" 45' LATERAL Y (BY OTHERS) 4 x 6 CONC '001 ui L) 6"0 FRP PIPE T - — - — - — - — - — - — - — - — - - — QR ------------- --------------- — -------------- ----------------------------------------------- - — - — - ---------------------------------------------------------------------------------------------------------------------------------------------- — i ----------------------------------------------------------------------------------- MATERIAL COMPACTED TO --------------- Ir 4" VERTICAL 4 \_SUBGRADE — o LEGEND ,0 PLAN VIEW TO 90% ' B.O.P. BOTTOM OF PIPE POLYDRAIN SHALLOW CHANNEL-001 DRAIN � CROSSING T1 IN T.R. TOP OF RAIL 2 - END PLATE 006 WITH SCALE: 3/8"=1'-0" B.R. BOTTOM OF RAIL FRP FIBERGLASS REINFORCED PLASTIC SLOTTED GRATE. MIN. MIN. INV INVERT PIPE O.D. +12" GIRT GRATE NOTE: REFER TO C.O.B. STANDARD ST-22 -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —I— — — — — — — — — — — — T 7 ll'-5 3/8" TYPICAL OF 3 SPACES I Fwwap� __4 L 399.75* 6" INV 6 x 12 PSI MODEL PE 6"0 FRP CAD 0.5% CASING INSULATORS 4 REQUIRED 4" 45" ELBOW S x S (TYP) 4" 45' LATERAL Y S x S x S (TYP) 4"0 FRP PIPE TYP. LATERAL CONNECTION SCALE: NONE 4" THREADED PLUG FUEL SPILL MAIN CROSSING SECTION W/ 2" SQ NUT TRAFFIC RATED VALVE BOX W/ 2" SQ NUT (TAPERED) I & COVER MARKED "SEWER" (TAPERED) r* CONCRETE a COLLAR F_� DRAIN CROSSING IN CASING CONCRETE 6" SCALE: 3/8"-1'-0" COMPACTED CHRISTY U21 SEAL PIPE N CATCH - L NATIVE BACKFILL CATCH BASIN BASIN CLASS "B" NTH U21HT GRATE TRAFF IC 7 1/2 4" 45" ELBOW S x S (TYP) 4"0 FRP PIPE 12" CASING 4" 45' LATERAL Y (BY OTHERS) 4 x 6 CONC S x S x S _/ ---------------------------- - /_ REDUCER 6" x 4" SADDLE 6"0 FRP PIPE T - — - — - — - — - — - — - — - — - - — QR ------------- --------------- — -------------- ----------------------------------------------- - — - — - ---------------------------------------------------------------------------------------------------------------------------------------------- — i ----------------------------------------------------------------------------------- MATERIAL COMPACTED TO 4" VERTICAL 6" x 4" SADDLE \_SUBGRADE OUTLET 0- LEGEND PLAN VIEW TO 90% ' B.O.P. BOTTOM OF PIPE POLYDRAIN SHALLOW CHANNEL-001 DRAIN � CROSSING T1 IN T.R. TOP OF RAIL 2 - END PLATE 006 WITH SCALE: 3/8"=1'-0" B.R. BOTTOM OF RAIL FRP FIBERGLASS REINFORCED PLASTIC SLOTTED GRATE. MIN. MIN. INV INVERT PIPE O.D. +12" GIRT GRATE 4" 45" ELBOW S x S (TYP) 4" 45' LATERAL Y S x S x S (TYP) 4"0 FRP PIPE TYP. LATERAL CONNECTION SCALE: NONE 4" THREADED PLUG FUEL SPILL 4" THREADED PLUG W/ 2" SQ NUT TRAFFIC RATED VALVE BOX W/ 2" SQ NUT (TAPERED) I & COVER MARKED "SEWER" (TAPERED) r* CONCRETE a COLLAR F_� /FINISHED GRADE CONCRETE 6" COLLAR COMPACTED - L NATIVE BACKFILL CLASS "B" CONCRETE END OF 0 4" MALE ADAPTOR 4" (SOLVENT WELD) CLASS I OR 11 EMBEDMENT MATERIAL COMPACTED TO o 4"0 FRP PIPE !..a 2*-0" m. 4" CLEANOUT TO GRADE SCALE: NONE TRAFFIC RATED VALVE BOX & COVER MARKED "SEWER" FINISHED GRADE 4" MALE ADAPTOR (SOLVENT WELD) 20-0" 4*0 RISER 4" -45' FRP ELBOW 4"0 FRP 4" 14(E PIPE 4" CLEANOUT TO GRADE - TYPE 2 SCALE. NONE TRENCH DRAIN DETAIL SCALE: NONE DELETED 6"0 STEEL POST---,\\,,,, FILL & CAP WITH CONCRETE `SAFETY YELLOW 4'-0' CONC AB 2#-6* CUT AND PEEL ACK- 0 DO EARS 1 SS "B" 6" )NCRETE 5 SACK) 6 BOLLARD SCALE: NONE PSI MODEL W END SEAL 6- TO SEPARATOR 398.33' 12" BOP PSI MODEL W END SEAL FUEL SPILL PIPING COLLECTION 6.1" 4' scale AS NOTED Project Number 98-143 CAD Fie JE31 SWO8.DWG W C2.14 13-5 COMPACTED NATIVE BACKFILL CLASS "B" CONCRETE END OF 0 PLATFORM 4" LLJ z CLASS I OR 11 EMBEDMENT MATERIAL COMPACTED TO 4" VERTICAL 0- \_SUBGRADE OUTLET 0- COMPACTED TO 90% r 0 PIPE 6" POLYDRAIN SHALLOW CHANNEL-001 WITH 4" VERTICAL OUTLET AND 2 - END PLATE 006 WITH # 502 HEAVY DUTY CAST IRON SLOTTED GRATE. TRENCH DRAIN DETAIL SCALE: NONE DELETED 6"0 STEEL POST---,\\,,,, FILL & CAP WITH CONCRETE `SAFETY YELLOW 4'-0' CONC AB 2#-6* CUT AND PEEL ACK- 0 DO EARS 1 SS "B" 6" )NCRETE 5 SACK) 6 BOLLARD SCALE: NONE PSI MODEL W END SEAL 6- TO SEPARATOR 398.33' 12" BOP PSI MODEL W END SEAL TRENCH DETAIL SCALE: NONE (c) 1998 Rossetti Associates Architects F47'iw IProject Amtrak Station I &*WSW CA I 5 1 2ND BID SUBMITTAL 6/22/99 4 BID SUBMITTAL 3/15/99 3 PLAN CHECK 3/3/.. 00 2 50% CONSTRUCTION DOCUMENTS 2/15/99 1 100% DESIGN DEVELOPMENT 12/18/98 NO I Description Date ,%set TIft UTILITY PLAN FUEL SPILL PIPING COLLECTION SYSTEM Date 12/18/98 scale AS NOTED Project Number 98-143 CAD Fie JE31 SWO8.DWG W C2.14 13-5 COMPACTED NATIVE BACKFILL 0 LLJ z CLASS I OR 11 EMBEDMENT MATERIAL COMPACTED TO 90% RELATIVE COMPAC TION 0- 0- 6" MIN. MIN. PIPE O.D. +12" NOTE: REFER TO C.O.B. STANDARD ST-22 FOR BACKFILL AND COMPACTION REQUIREMENTS TRENCH DETAIL SCALE: NONE (c) 1998 Rossetti Associates Architects F47'iw IProject Amtrak Station I &*WSW CA I 5 1 2ND BID SUBMITTAL 6/22/99 4 BID SUBMITTAL 3/15/99 3 PLAN CHECK 3/3/.. 00 2 50% CONSTRUCTION DOCUMENTS 2/15/99 1 100% DESIGN DEVELOPMENT 12/18/98 NO I Description Date ,%set TIft UTILITY PLAN FUEL SPILL PIPING COLLECTION SYSTEM Date 12/18/98 scale AS NOTED Project Number 98-143 CAD Fie JE31 SWO8.DWG Sheet Number C2.14 13-5 M. G» rn I i� a s � J �Q ao .I O q 5'-10 1 4" TYP 9' -1" OVERALL 8' -5" 1' -10 1/2" NOZZLE LIST: ID SIZE TYPE SERVICE A 4" 150 # RFSO INFLUENT B 4" 150 # RFSO EFFLUENT C 3" 150 # RFSO OIL OUTLET D 3" 150 # RFSO SLUDGE OUTLET E 2" 3000 # HALF COUPLING VENT SCALE: 2" 3000 # HALF COUPLING HIGH LEVEL SWITCH r GF 2" 3000 # HALF COUPLING WITH 2 "X3/4" HEX HEAD BUSHING SLUDGE LEVEL SENSOR LIST OF MATERIALS: SECTION B -B SCALE: 3/8 " =1' -0" JtI.IIUIN A —A SCALE: 3/8 " =1' -0" T.O.F.= 393' -4 SECTION C -C SCALE: 3/8 " =1' -0" .T DETAILS (c) 1998 Rossetti Associates AroNtects Projew Amtrak Station BakersW CA 5 2ND BID SUBMITTAL 6/22/99 4 BID SUBMITTAL 3/15/99 3 PLAN CHECK 3/3/99 2 50% CONSTRUCTION DOCUMENTS 2/15/99 1 100% DESIGN DEVELOPMENT 12/18/98 No. Description Date `i No. 23 i C 4 OF CA12;' �xje• 31 UTILITY PLAN FUEL SPILL PIPING FOR SEPARATOR Date Scale AS NOTED Project Number .98-143 NO. QTY. DESCRIPTION 'I -I3S PLAN VIEW _ I _J 1 1 CORRUGATED PLATE SEPARATOR 2 AS REQ'D. 4 *0 PIPE, SCH 40 PVC SCALE: 3/4 " =1' -0" — 3 3 4" DRESSER STYLE 128 FLANGED ADAPTOR 4 2 4" TEE, SCH 40, STEEL 7" 4 1/2" SQ. BASE —�p I PLATES W/ 15/16 "0 5 1 /2" v DATUM HOLES DATUM 5 1 2" OIL /WATER SENSOR, INVENTIVE SYSTEMS INC., MODEL BA -20OX (13165 OPTION), WITH WATERPROOF ENCLOSURE & SEALS. I 3' -9 1/16" 6 AS REQ'D. 4 "0 PIPE, SCH 40 A -53 GR B STEEL I 7 1 4" x 6" CONCENTRIC REDUCER, FRP NOTE: DIMENSIONS SHOWN ARE 8 AS REQ'D. 6 "0 PIPE, FRP q CPS — 1 �— 7' -6 1 /8" PRELIMINARY BASED UPON GENERAL ARRANGEMENT DRAWING OF U.S. FILTER MODEL 800.50. CONTRACTOR 9 AS REQ'D. 1 1 /2 "0 PIPE, SCH 80 A -53 GR B STEEL 10 1 8" x 4" PSI TYPE "W" END SEAL U.S. FILTER CORRUGATED PLATE 3' -10 1/2- SEPARATOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. 11 1 SUMP PUMP, 20 GPM, 1 1/2- DISCHARGE, EXPLOSION PROOF MOTOR C MODEL 800.50 SCALE: 3/4 " =1' -0" 7'_9" SIDE VIEW SCALE: 3/4 " =1' -0" 12 1 LIQUID SENSOR, FLUID CONTAINMENT, INC., MODEL FCBS 700 VERTICAL FLOAT SWITCH 13 1 3" CAM —LOCK WITH DUST CAP 14 1 5' x 5' DOUBLE LID COVER PLATE & FRAME, THOMPSON FABRICATING MODEL TE -4 DA 15 5 12" LG 1" UNISTRUT W/ 3" CLAMP (3), 2" CLAMP (2) 16 AS REQ'D. 2 "0 PIPE, SCH 80, A -53 GR B I 17 AS REQ'D. 3 "0 PIPE, SCH 40, A -53 GR B STEEL 18 1 12" VALVE BOX WITH SOLID LID, CHRISTY V1 DRAIN BOX 8 1/2" I.D. x 11 3/4" W/ SOLID LID 36 2 A — - I— _ _ &—Id f 20 21 PVC STEEL I I 4 2 30 6 BA 1 I N�0 41 I 13 32 32 1' 6 I i 32 z - — 32 NJO. 10 3 6 4 19 1 5 —3 3 8: _ _ T FRP STEEL — — CONTROL POWER BA 2 BA 2 — 31 17 I .__..__.______ 17 35 I I----- — - ---~ i t i I i — — %Z:& I# 35 s ' L - - -_ -- ;J 12 1 33 + 11 w REQ'D. i cn 9 3 g BA 3 BA 1 26 2 7 3 BA 4 AJ i STEEL FRP A tO \ 1") OD OD 3 —6 " :t — _ M � uo ^ I io 19 1 4" x 3" CONCENTRIC REDUCER, SCH 40 STEEL 20 AS 4 "0 FRP PIPE 22 AS REQ'D. 4" CASING, STEEL OR PVC REDUCER TEE, SCH 40, STEEL 23 1 2 " TEE, STANDARD, SCH 80. STEEL 24 2 LEVEL SWITCH MAJOR 683S 26 1 4" x 1 1/2" SADDLE, FRP 27 1 4" x 3/4" SADDLE, FRP 28 AS REQ'D. GASKETS AND BOLTS 29 3 2" FLANGE, 150# RFSO, STEEL 30 2 2" FLANGE, 150# RFWN, SCH 40 BORE, STEEL 31 2 3" FLANGE, 150# RFWN, SCH 40 BORE, STEEL 32 5 4" FLANGE, 150# RFWN, SCH 40 BORE, STEEL 33 1 1 1/2 ELBOW, 90', SCREWED, STEEL 34 3 2" ELBOW, 90• LR, SCH 40, STEEL 35 3 3" ELBOW, 90' LR, SCH 40, STEEL 36 AS REQ'D. "FERNCO" WATER STOP, SEE DETAIL SHT. C2.16 37 1 3 4" x 4" NIPPLE, / SCH 80, STEEL 38 1 VALVE BOX WITH SOLID LID, CHRISTY V9 DRAIN BOX 10 5/8" x 17 1/4" 39 1 8 5/8 "0 I.D. x V -4 "O O.D., 1/4" PLATE CUT —OFF RING, SEE DETAIL SHT. C2.16 C JUNCTION BOX g» SINGLE LEAF ACCESS DOOR 40 1 3/4" NPT SLUDGE SENSOR FLUID CONTAINMENT, INC., MODEL SSM 1F 41 2 4" ELBOW, 90' LR, SCH 40, STEEL VALVES: TO U/G CONDUITS PLAN VIEW TO *NOTE. SUMPUPUMPU ND LIQUID SENSOR 2, TANK TO CONTROL SCALE: 3/8 " =1' -0" NOT SHOWN. PANEL I.D. QTY. DESCRIPTION BA 1 2 4" BALL VALVE, STANDARD PORT, CLASS 150 FLANGE, HANDLE OPER., CARBON STEEL BODY JAMESBURY # 5150 F.G• . T.O.C.= 404.85 14 34 8 T.O.C.= 404.85 F G. X 14 18 BA 2 2 3" BALL VALVE, STANDARD PORT, CLASS 150 FLANGE, HANDLE OPER., CARBON STEEL BODY JAMESBURY 5150 BA 3 1 ALL VALVE, CLASS 800, CARBON STEEL, SCREWED END, HANDLE OPER., MARPAC B790 13 404' -1" Y ��X ' 13 f 5' -0" B.O.P. T.O.C.= 402' -10" T.O.C.= 402' -10" 16 9 ------ ----- - - - - -- 5' -0" I BA 4 1 3/4" BALL VALVE, CLASS 800, CARBON STEEL, SCREWED END, HANDLE OPER., MARPAC 8790 ______ 36 t 15 34 ----- - - - - -- MOUNT — — ------------------- I 36 --------- --- - - - - -- CK 1 1 1 1/2" CHECK VALVE, CLASS 800, SWING, SCREWED END, CARBON STEEL, VOGT #S 74 21 39 3 3 19 17 0 —1 �— 2 3 4 30 5 2 1 HORIZONTALLY 1 29 2" VENT /OVERFLOW, SUSPEND FROM ° o CEILING 17 1 2 15 I ----------- _ _ CV 1 1 BA 1 WITH JAMESBURY EJX -90 NTH ELECTRIC ACTUATOR, EXPLOSION PROOF, HAZARDOUS LOCATION ENCLOSURE, 115 V AC, NORMAL OPEN, FAIL OPEN. 399'-4" — — — — _ _T 6 I i E. 3" , — / " " � 399 —8 1 2 4 -..— i 399 I I BA _ —4" I » 1 I I i3 — — _ I 398 —8 1/2 " 3 26 7 8 4 1/2- I — I - --- — -- CV 2 1 BA 1 WITH JAMESBURY EJX -90 WITH ELECTRIC ACTUATOR, EXPLOSION PROOF, HAZARDOUS LOCATION ENCLOSURE, 115 V AC, NORMAL 20 3 —8 3 " " 16 4 —0 3 4 I N.O.32 6 32 I CPS-1 I BA 1 17 I CLOSED, FAIL CLOSED. I V -8 7/16 11 3/4" 1' -9 7/8" i — — — — 4» �— 0 398' j 3 CV 3 1 BA 1 WITH JAMESBURY EJX -90 WITH ELECTRIC ACTUATOR, EXPLOSION PROOF, HAZARDOUS FRP STEEL 1 I L — PVC STEEL 1' -0 1/4" I I co �_ STEEL FRP ani rrc rn 3' -7 3/4" 15 I LOCATION ENCLOSURE, 115 V AC, NORMAL OPEN, FAIL OPEN. SECTION B -B SCALE: 3/8 " =1' -0" JtI.IIUIN A —A SCALE: 3/8 " =1' -0" T.O.F.= 393' -4 SECTION C -C SCALE: 3/8 " =1' -0" .T DETAILS (c) 1998 Rossetti Associates AroNtects Projew Amtrak Station BakersW CA 5 2ND BID SUBMITTAL 6/22/99 4 BID SUBMITTAL 3/15/99 3 PLAN CHECK 3/3/99 2 50% CONSTRUCTION DOCUMENTS 2/15/99 1 100% DESIGN DEVELOPMENT 12/18/98 No. Description Date `i No. 23 i C 4 OF CA12;' �xje• 31 UTILITY PLAN FUEL SPILL PIPING FOR SEPARATOR Date Scale AS NOTED Project Number .98-143 CAD Fie JE31 SWO9.DWG Sheet Number C2wl5 'I -I3S OZ M I M I t` i tV 190 I T.O.F.= 393' -5 7/8" #5 0 12" C /C, - _ EW, T &B i - _ FLOOR w � - to � ! i WALL WATERSTOP iv n i ' I SEE DETAIL "2" o — PIPE PER ,*Z DETAIL "3" o I #6 0 6" -I N 1 C /C, EW I ROOF I CUT -OFF RING �- SEE DETAIL "1" I I I 1 I i I TOC= 403' -0" 10" 6" DOUBLE BULB PVC WATER STOP BURKE 51 -016 (TYP. OF VERT. WALL JOINTS) as 3 - #6 0 7" C/C TOP STEEL m I 7' -6 1 /8" R r - - -- - -- - -- - --- #5 O 12 "C /C TYPICAL CORNER REINFORCEMENT I ( I T.O.F.= / /3#6 ,0612 C/C VERT. I I I 2' -6" I TYPICAL 2" CLR. 3" TRUCK -� CONNECTION I I ` T.O.F.= € 393' -4" 1' -6" I 3 _ .t I SEPARATOR O 7" C/C I OUTLINE TOP STEEL i S CHRISTY V9 I3/4" x 6" II 1 HILTI BOLTS 1 i I I 4 - #6 __ ____ ____- ______ _ -� - --1 I aid 0 7" C/C TOP STEEL a LO n 1-4 A 1 2' -0" —x 2' -0" SINGLE LEAF VAULT ACCESS I * I I AND FRAME. THOMPSON I FABRICATING MODEL I I TE -1A ._. T.O.F.= I , I 393' -5 1 /4" I I 8" WALL 9" 6" 2' -0" ALL AROUND M -6" I 2' -6" 8" WALL 7' -3" ALL AROUND 18' -4" PLAN VIEW SCALE: 1/2"=V-0" #6 VERTICAL FOR WALL, 1 COLD BEND BEFORE CASTING ROOF SLAB GRADING P' LAN) T•O.C.= 404.85 y € }+t R I I I I FGA` %r`1�` „ GRAVEL" I I " " € 1 1 !� I I I 2 PEA GRAVEL I 2 CLR. I 2 CLR. I I I i l i 3— #6 1 DRAINAGE LAYER I I ON ROOF SLAB ! 11" i I s i 10 7" C/C A s PPPE I.R. #4 F ( ro ) 5' -0" x 5' -0" 24" . #5 DOUBLE LEAF VAULT 13" 30" CONCRETE ACCESS AND FRAME 12" WALL 36" THOMPSON FABRICATING MODEL TE -4DA .,, $ 0 a Nu #5 REBAR TYPICAL 4 I 7):m 5' -0" LONG - - -- - -- - -- - --- #5 O 12 "C /C TYPICAL CORNER REINFORCEMENT I ( I T.O.F.= / /3#6 ,0612 C/C VERT. I I I 2' -6" I TYPICAL 2" CLR. 3" TRUCK -� CONNECTION I I ` T.O.F.= € 393' -4" 1' -6" I 3 _ .t I SEPARATOR O 7" C/C I OUTLINE TOP STEEL i S CHRISTY V9 I3/4" x 6" II 1 HILTI BOLTS 1 i I I 4 - #6 __ ____ ____- ______ _ -� - --1 I aid 0 7" C/C TOP STEEL a LO n 1-4 A 1 2' -0" —x 2' -0" SINGLE LEAF VAULT ACCESS I * I I AND FRAME. THOMPSON I FABRICATING MODEL I I TE -1A ._. T.O.F.= I , I 393' -5 1 /4" I I 8" WALL 9" 6" 2' -0" ALL AROUND M -6" I 2' -6" 8" WALL 7' -3" ALL AROUND 18' -4" PLAN VIEW SCALE: 1/2"=V-0" #6 VERTICAL FOR WALL, 1 COLD BEND BEFORE CASTING ROOF SLAB GRADING P' LAN) T•O.C.= 404.85 y € }+t R I I I I FGA` %r`1�` „ GRAVEL" I I " " € 1 1 !� I I I 2 PEA GRAVEL I 2 CLR. I 2 CLR. I I I i l i 3— #6 1 DRAINAGE LAYER I I ON ROOF SLAB ! 11" i I s i 10 7" C/C " 1 1/2 0 7" C/C 2 ------- --- - -= 6 0 6 C/C EW I � 4 "0 PVC EEEY= 399' -4— n I _— _..__ —_-- ti =.._____ --- - -- - __- __---- _- -_ --- _1 1 I I NOTE: SEPARATOR MUST BE INSTALLED al I PRIOR To CASTING ROOF SLAB a 1 0. I } 4 WARP HORIZONTAL BARS AS REQUIRED I i I TO MISS WALL FG TOC= 403' -0" BOC= 402' -2" 45 O 12" C/C #6 0 12" C/C C)f IN 40 1 I s 1 PENETRATIONS - _ _6" FRP INLET w------ _- ELEV =398 -in o co 0 f I , r` i ! •aj I I I 2 CLR. ° I 1 ; GROUT i BASE ELEV.= 393' -5 1/2" 1 �y TOF= 393' -4" I I 2" CLR o i BOF= 392' -4" �` #5 012 '1 12 C/C \\ \ - - - - -- I 13" CLR 12" ENGINEERED BACKFILL EW, T &B COMPACTED TO 90% ��------- I -_ - -- J SUMP PUMP VAULT SEE DETAIL "4" SECTION A -A SCALE: 1/2"=V-0" au' Vv� C q I I I I I € + -+ - € I I I � 4 C s n y, 1/4" MIN. PLATE FASTENED TO PIPE & LOCATED AT CENTER ()F WALL, THE O.D. OF RING SHALL BE AT LEAST O.D. OF PIPE PLUS 3" THE METHOD OF RING -TO -PIPE CONNECTION IS SUBJECT TO ENGINEER'S APPROVAL. CUT -OFF RING DETAIL SCALE: NONE b t�' 7 . CORED CONCRETE WALL (OPENING TO PROVIDE A z, MIN. 1 1/2" CLEAR) NON- SHRINK a "FERNCO" WATERSTOP GROUT I I I - € I I PIPE WARL/ SECTION STAINLESS STEEL BAND WALL WATERSTOP DETAIL L SCALE: NONE SHEAR KEY SEE I #4 O 1 C, rn Z T THOMPSON FABRICATING MODEL TE -1 A, SINGLE LEAF VAULT ACCESS AND FRAME TIES 4 5" C/C A s PPPE I.R. #4 F ( ro ) 10 1/2" 24" . #5 10" 13" 30" CONCRETE " 1 1/2 0 7" C/C 2 ------- --- - -= 6 0 6 C/C EW I � 4 "0 PVC EEEY= 399' -4— n I _— _..__ —_-- ti =.._____ --- - -- - __- __---- _- -_ --- _1 1 I I NOTE: SEPARATOR MUST BE INSTALLED al I PRIOR To CASTING ROOF SLAB a 1 0. I } 4 WARP HORIZONTAL BARS AS REQUIRED I i I TO MISS WALL FG TOC= 403' -0" BOC= 402' -2" 45 O 12" C/C #6 0 12" C/C C)f IN 40 1 I s 1 PENETRATIONS - _ _6" FRP INLET w------ _- ELEV =398 -in o co 0 f I , r` i ! •aj I I I 2 CLR. ° I 1 ; GROUT i BASE ELEV.= 393' -5 1/2" 1 �y TOF= 393' -4" I I 2" CLR o i BOF= 392' -4" �` #5 012 '1 12 C/C \\ \ - - - - -- I 13" CLR 12" ENGINEERED BACKFILL EW, T &B COMPACTED TO 90% ��------- I -_ - -- J SUMP PUMP VAULT SEE DETAIL "4" SECTION A -A SCALE: 1/2"=V-0" au' Vv� C q I I I I I € + -+ - € I I I � 4 C s n y, 1/4" MIN. PLATE FASTENED TO PIPE & LOCATED AT CENTER ()F WALL, THE O.D. OF RING SHALL BE AT LEAST O.D. OF PIPE PLUS 3" THE METHOD OF RING -TO -PIPE CONNECTION IS SUBJECT TO ENGINEER'S APPROVAL. CUT -OFF RING DETAIL SCALE: NONE b t�' 7 . CORED CONCRETE WALL (OPENING TO PROVIDE A z, MIN. 1 1/2" CLEAR) NON- SHRINK a "FERNCO" WATERSTOP GROUT I I I - € I I PIPE WARL/ SECTION STAINLESS STEEL BAND WALL WATERSTOP DETAIL L SCALE: NONE SHEAR KEY SEE I #4 O 1 C, rn Z T THOMPSON FABRICATING MODEL TE -1 A, SINGLE LEAF VAULT ACCESS AND FRAME TIES 4 5" C/C PIPE PENETRATION REINFORCEMENT DETAIL SCALE: NONE 90' HOOK U LAP SPLICE BAR A B * PPPE I.R. #4 F ( ro ) 10 1/2" 24" . #5 10" 13" 30" CONCRETE #6 12" WALL 36" 2 1/4" .,, $ Nu #5 REBAR TYPICAL 4 PLACES 7):m 5' -0" LONG PIPE PENETRATION REINFORCEMENT DETAIL SCALE: NONE 90' HOOK U LAP SPLICE BAR A B * C I.R. #4 7 1/2" 10 1/2" 24" 1 1/2" #5 10" 13" 30" 1 7/8" #6 12" 16" 36" 2 1/4" *MINIMUM DEVELOPEMENT LENGTH REINFORCING DETAILS SCALE: NONE THOMPSON FABRICATING MODEL TE -4DA, DOUBLE LEAF VAULT ACCESS AND FRAME „ ------- - - - - -- 4 - "#4 TIES 5 0 5 C/C j I - - -- TYP ------- - - - - -- 3 -J6 #4 O 12" C/C 0 7 C/C I 1 1/2" CLR - - -- ------- - - - - -- € I I — I CLR 11" 11/2 " 10" T.O.C. TOP OF CONCRETE B.O.C. BOTTOM OF CONCRETE T.O.F. TOP OF FOUNDATION B.O.F. BOTTOM OF FOUNDATIOIN T.O.C. TOP OF CONCRETE TYP TYPICAL F.G. FINISH GRADE CLR CLEARANCE C/C CENTER TO CENTER EW EACH WAY T &B TOP & BOTTOM NOTES 1. FOR LOCATION, SEE DWG. NO. C2.12 2. ALL CONCRETE SHALL BE fc = 3250 PSI AT 28 DAYS (CLASS "A ", 6 SACKS /CY) ASTM C150, TYPE II CEMENT ASTM C33 AGGREGATE, 1" MAX SIZE. 3. REINFORCING STEEL SHALL BE ASTM A615, TYPE 5. (GRADE 60 - #5 & LARGER, GRADE 40 - #4 & SMALLER) 4. WELDING ON REBAR STEEL WILL NOT BE ALLOWED. 5. ALL GRADING AND SITE PREPARATION SHALL CONFORM TO THE RECOMMENDATIONS CONTAINED IN THE SOILS REPORT PREPARED BY KLEINFELDER, INC. JOB NO. 21- 6009 -02A, DATED SEPTEMBER 3, 1998 AND ALL ADDENDUM THERETO. 6. ALL UNDERGROUND ELECTRICAL SHALL BE IN PLACE PRIOR TO PLACING CONCRETE. 7. ALL UNDERGROUND DRAINAGE PIPING SHALL BE IN PLACE PRIOR TO PLACING CONCRETE. 8. ALL EXTERNAL CONCRETE CORNERS SHALL BE CHAMFERED. 9. PROVIDE WATER SEAL AND SHEAR KEY ON ALL VERTICAL WALL CONSTRUCTION JOINTS. 2 1/4 21/4 WALL SHEAR KEY DETAIL SCALE: NONE 4 -#6 2" CLLrR.. #6 0 6" #6 0 6" I I 0 7" C/C I_ TP II I ------------ ----------- I M -j -------------------- �M� #6 0 12" III f 11 1 5' -0" X 5' -0" I 2 COATS BITUMASTIC #50 (16 MIL) III € OPENING s PRIOR TO BACKFILL, EXTERIOR SURFACE ! I ! ABOVE BOTTOM OF SLAB II r`j III i € I I t i I I j 1 3 i WALL STRENGTH SHALL € 4 I # OBTAIN FULL DESIGN - -- - -- _- I - - - --- - - -- i - -' -� STRENGTH PRIOR TO I I" €° -I —'I BACKFILL OPERATIONS, _I_ i 3 OR CONTRACTOR MAY PROVIDE ALTERNATE I I POLYPROPYLENE COATED METHOD FOR APPROVAL 11 1 1 1 I ; i /�\;. STEEL LADDER RUNGS, \f OF ENGINEER. < i 1 i M.A. INDUSTRIES, MODEL PS2 -PF, 12 SPACING. I I I I 1 i I 11 SHEAR KEY AND WATER STOP SEE NOTE 9 I j �_______ _______k I4 TOF =393' -4" I I I I I I I I 1 12" ENGINEERED BACKFILL \``-- - - - - -- -----; COMPACTED TO 90% POUR SLAB ON PLASTIC MEMBRANE WRAP UP AND ATTACH TO SIDES SECTION B -B WITH BITUMASTIC. SCALE: 1/2'=1'-0" E INSIDE WALL SURFACE 1" GRATE #4 x 5" 012" C/C SUMP PUMP VAULT SCALE: 1/2"=l'-O" (c) 1998 Rossettl Associates ArMtecta r view Amtrak Station Bakersfield, CA 5 2ND BID SUBMITTAL 6/22/99 4 BID SUBMITTAL 3/15/99 3 PLAN CHECK 3/3/99 2 50% CONSTRUCTION DOCUMENTS 2/15/99 1 100% DESIGN DEVELOPMENT 12/18/98 No. Description Date �W ra ) 1.a ��- No. 28 -0'' ' I TFOF GA► `�i Sheet Tlde UTILITY PLAN VAULT FOUNDATION PLAN & DETAILS Date scale AS NOTED Proleot Number 98 -143 CAD Fie JE31 SW10.DWG Sheet Number C2s16 _ z -Z 1 15 " -8" 1 2' -2" 1 PLAN VIEW SCALE: 1/2"=l'-O" A B C D E wiI I z I I W M N C-4 O C7 I = z I �. O OI W UI W W C-4 Iz XIP I J t- zz F- ap Q x I w z- w O U LINO NI(DDO 0 a YIO0a LL Wiz tall 0 U O zIFmO Zia LLZ I �`� WIM Q UtYH o w < a.0 I-IO0 z N ~I�LLO U m c� Jv = JU zo U o J0 Wig >10R JIpO 00 Q Yp0 �Ia 2J � 2J tJil� Kim-j M ZilUi� >ILL ? p .5zU—' _�...cn o�..cn �I.. = a..cn I tom" --I I I III 4" INV. _ rn `0) I ih I _ 8' -0" 7' -6" '_0'I . � 0 iV M 0 1 3" CLR TYP. SEE DETAIL "A "- \ I / \ I / I 2" CLR. 12' MINIMUM BACKFILL BED I 8N `- CHRISTY V1 OR 24" X 2" X 6" OPW 104A WITH CONCRETE COLLAR SOLID COVER I (TYPICAL OF 5) I I I II 1/2" SUPPORT Ii MONITORING RESERVOIR I i 1 I I FRP TIE -DOWN I I III I STRAP I I ( I I I I I I I I I I I III I I I 1 1 I 1 1 I I I I I I 1 ELEV. = 394_ I I I I I I 1 I III I I I I I I I I I I I I I I I III I I I I 4» �� I 4- A v_ PEA GRAVEL OR SELECTED BACKFILL A 90% o (PER TANK MANUFACTURER'S RECOMMENDATIONS) _I - 2 #6x2'LG 2- #6x2'LG EA. BOLT ELEVATION VIEW EA. BOLT SCALE: 1 /2 " =1' -0 NOTES FOR TANK: 1. TANK SHALL BE DOUBLE -WALL FIBERGLASS REINFORCED PLASTIC MANUFACTURED BY FLUID CONTAINMENT, INC. (CALIFORNIA DISTRIBUTOR, 1 -409- 756 -7331; BAKERSFIELD DISTRIBUTOR, 1- 661 - 399 -9556) OR APPROVED EQUAL. 2. TANK SHALL HAVE 4000 GALLON NOMINAL CAPACITY. MODEL NUMBER: DWT -6 TYPE 11 (6) - 4000 (FLUID CONTAINMENT, INC.) CONTAINED FLUID WILL BE RECOVERED DIESEL FUEL 3. THE FOLLOWING MONITORING SYSTEMS SHALL BE PROVIDED: A. HYDROSTATIC TANK MONITOR TO PROVIDE CONTINUOUS TANK TESTING (NOZZLE E). B. INVENTORY CONTROL SYSTEM WITH ELECTRONIC INVENTORY GAUGE (NOZZLE B). C. OVERFILL SHUT -OFF SWITCH (NOZZLE C). 4. INSTALLATION CONTRACTOR SHALL PROVIDE INTERNAL 3" DIP TUBE EXTENDED TO GRADE AND EQUIPPED WITH A 3" CAM -LOCK COUPLING WITH DUST CAP. 5. THE TANK SHALL BE INSTALLED BY A QUALIFIED UNDERGROUND STORAGE TANK CONTRACTOR FAMILIAR WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS. 6. CONTRACTOR SHALL CONDUCT INITIAL TANK INTEGRITY TEST PER MANUFACTURER'S GUIDELINES AND PROVIDE OWNER WITH TEST RESULTS. 7. ALL CONTROL AND SENSOR SIGNALS SHALL CONTINUE IN COMMON CONDUIT TO CONTROL PANEL LOCATED NEAR THE ON -SITE STORAGE BUILDING. 8. FRP HOLD DOWN STRAP SHALL HAVE AN 18,000# TENSILE CAPACITY. O I 0 1 2 "0 10 #6 EQ. SP. 4' -6" 21 - 6" EQ. S� - 9' -0" SECTION A -A SCALE: 1/2"=l'-O" r— JUNCTION BOX ON POST SIGNAL► ALARM SYSTEM (CONTROL PANEL #3) FABRICATE AND INSTALL 12 "0 x 7' -0" STEEL PIPE WITH BOTTOM PLATE ---7/8 EYE BOLT OR HOOK �--- 7/8" TURNBUCKLE 7/8" A -36 ROD �- 3" THREAD EACH END FRP STRAP AND STRAP EYELET SHALL BE PROVIDED BY TANK MANUFACTURER. g" NOTE: -# 2 1/2" CLEVIS ALL ANCHOR BOLT AND TANK TIE -DOWN EQUIPMENT SHALL BE GALVANIZED. _ N I 1' -0" r- I Of PIPE i i ,--SENSOR CABLE o a I I (SHIELD CABLE & SENSOR 1 _C� i I IN 2" PVC PIPE) � II o U12 ,-- LEAK DETECTION LIQUID SENSOR » (FLUID CONTAINMENT, INC., MODEL FCBS 700) 1/2" PLATE LEAK DETECTION SUMP DETAIL SCALE: 1/2"=l'-O" a P Q I e 1/4 7-\ 5/8 "x4 "x4" PLATE I 7/8" 0 A -36 GALVANIZED EYE BOLT i� 9" 2 -#6x 2' -0" LG TACK WELD N 7/8 "0 HH NUT v DETAIL A SCALE: NONE LEGEND 4SS STRAP I STRAP EYELET DETAIL SCALE: NONE T.O.C. TOP OF CONCRETE TYP TYPICAL F.G. FINISH GRADE CLR CLEARANCE EQ. SP. EQUALLY SPACED NOTES - 1. FOR LOCATION, SEE DWG. NO. C2.12 2. ALL CONCRETE SHALL BE : f c - 3000 PSI AT 28 DAYS ASTM C150, TYPE II CEMENT ASTM C33 AGGREGATE, 1" MAX SIZE. 3. REINFORCING STEEL SHALL BE ASTM A615, TYPE 5. (GRADE 60 - #5 & LARGER, GRADE 40 - #4 & SMALLER) 4. WELDING ON REBAR STEEL WILL NOT BE ALLOWED. 5. ALL GRADING AND SITE PREPARATION SHALL CONFORM TO THE RECOMMENDATIONS CONTAINED IN THE SOILS REPORT PREPARED BY KLEINFELDER, INC. JOB NO. 21- 6009 -02A, DATED SEPTEMBER 3, 1998 AND ALL ADDENDUM THERETO. 6. ALL UNDERGROUND ELECTRICAL SHALL BE IN PLACE PRIOR TO PLACING CONCRETE. 7. ALL UNDERGROUND DRAINAGE PIPING SHALL BE IN PLACE PRIOR TO PLACING CONCRETE. 8. ALL EXTERNAL CONCRETE CORNERS SHALL BE CHAMFERED. (c) 1998 Rossetti Associates Architects I l; /' i IPro>llot Amtrak Station Bakersfield, CA UTILITY PLAN UNDERGROUND TANK INSTALLATION Date 1211 S j9 9_ '_ HINGED COVER Project Number 98 -143 CAD File JE31SWO11.DWG Sheet Number C217 I WITH LOCKING HASP 402.6' TOC F.G. 2" VENT I 24" x 24" x 6" 5 2ND BID SUBMITTAL 6/22/99 PEA GRAVEL OR SELECTED BID SUBMITTAL 3/15/99 CONCRETE COLLAR PLAN CHECK 3/3/99 ' I BACKFILL ® 90% 2/15/99 1 100% DESIGN DEVELOPMENT 12/18/98 No. ( (PER TANK MANUFACTURER'S "0 RECOMMENDATIONS) I "0 x 8" CASING 8" CASING 2 FRP 12 SUMP INSULATORS �} OR PVC I SEE DETAIL ® 6' C/C (PSI MODEL PE) 4 "X2" BUSHING I ---_ -- I - __----- - ----- - ---------- 4" INV 398.71' -��- - __- . - - - - -- --' - ET == =_ =a SEAL 8" x 2" CONNECTION 2 "0 DRAIN 4 "0 FRP 8" CASING TOP 397.63' I SEAL 8" CASING -- .. ---^ -/ TO TANK SHELL / \ I STRAP SHALL BE INSTALLED SNUG -TIGHT ONLY, 6'_0.0 I / \ \ N 1/2 PLATE STRAP DO NOT OVERTIGHTEN 4000 GALLON TANK 10' -5" FRP STRAP* GALVANIZED STEEL ELEV. = 394.63' _ _ _ _ STRAP EYELET* '_0'I . � 0 iV M 0 1 3" CLR TYP. SEE DETAIL "A "- \ I / \ I / I 2" CLR. 12' MINIMUM BACKFILL BED I 8N `- CHRISTY V1 OR 24" X 2" X 6" OPW 104A WITH CONCRETE COLLAR SOLID COVER I (TYPICAL OF 5) I I I II 1/2" SUPPORT Ii MONITORING RESERVOIR I i 1 I I FRP TIE -DOWN I I III I STRAP I I ( I I I I I I I I I I I III I I I 1 1 I 1 1 I I I I I I 1 ELEV. = 394_ I I I I I I 1 I III I I I I I I I I I I I I I I I III I I I I 4» �� I 4- A v_ PEA GRAVEL OR SELECTED BACKFILL A 90% o (PER TANK MANUFACTURER'S RECOMMENDATIONS) _I - 2 #6x2'LG 2- #6x2'LG EA. BOLT ELEVATION VIEW EA. BOLT SCALE: 1 /2 " =1' -0 NOTES FOR TANK: 1. TANK SHALL BE DOUBLE -WALL FIBERGLASS REINFORCED PLASTIC MANUFACTURED BY FLUID CONTAINMENT, INC. (CALIFORNIA DISTRIBUTOR, 1 -409- 756 -7331; BAKERSFIELD DISTRIBUTOR, 1- 661 - 399 -9556) OR APPROVED EQUAL. 2. TANK SHALL HAVE 4000 GALLON NOMINAL CAPACITY. MODEL NUMBER: DWT -6 TYPE 11 (6) - 4000 (FLUID CONTAINMENT, INC.) CONTAINED FLUID WILL BE RECOVERED DIESEL FUEL 3. THE FOLLOWING MONITORING SYSTEMS SHALL BE PROVIDED: A. HYDROSTATIC TANK MONITOR TO PROVIDE CONTINUOUS TANK TESTING (NOZZLE E). B. INVENTORY CONTROL SYSTEM WITH ELECTRONIC INVENTORY GAUGE (NOZZLE B). C. OVERFILL SHUT -OFF SWITCH (NOZZLE C). 4. INSTALLATION CONTRACTOR SHALL PROVIDE INTERNAL 3" DIP TUBE EXTENDED TO GRADE AND EQUIPPED WITH A 3" CAM -LOCK COUPLING WITH DUST CAP. 5. THE TANK SHALL BE INSTALLED BY A QUALIFIED UNDERGROUND STORAGE TANK CONTRACTOR FAMILIAR WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS. 6. CONTRACTOR SHALL CONDUCT INITIAL TANK INTEGRITY TEST PER MANUFACTURER'S GUIDELINES AND PROVIDE OWNER WITH TEST RESULTS. 7. ALL CONTROL AND SENSOR SIGNALS SHALL CONTINUE IN COMMON CONDUIT TO CONTROL PANEL LOCATED NEAR THE ON -SITE STORAGE BUILDING. 8. FRP HOLD DOWN STRAP SHALL HAVE AN 18,000# TENSILE CAPACITY. O I 0 1 2 "0 10 #6 EQ. SP. 4' -6" 21 - 6" EQ. S� - 9' -0" SECTION A -A SCALE: 1/2"=l'-O" r— JUNCTION BOX ON POST SIGNAL► ALARM SYSTEM (CONTROL PANEL #3) FABRICATE AND INSTALL 12 "0 x 7' -0" STEEL PIPE WITH BOTTOM PLATE ---7/8 EYE BOLT OR HOOK �--- 7/8" TURNBUCKLE 7/8" A -36 ROD �- 3" THREAD EACH END FRP STRAP AND STRAP EYELET SHALL BE PROVIDED BY TANK MANUFACTURER. g" NOTE: -# 2 1/2" CLEVIS ALL ANCHOR BOLT AND TANK TIE -DOWN EQUIPMENT SHALL BE GALVANIZED. _ N I 1' -0" r- I Of PIPE i i ,--SENSOR CABLE o a I I (SHIELD CABLE & SENSOR 1 _C� i I IN 2" PVC PIPE) � II o U12 ,-- LEAK DETECTION LIQUID SENSOR » (FLUID CONTAINMENT, INC., MODEL FCBS 700) 1/2" PLATE LEAK DETECTION SUMP DETAIL SCALE: 1/2"=l'-O" a P Q I e 1/4 7-\ 5/8 "x4 "x4" PLATE I 7/8" 0 A -36 GALVANIZED EYE BOLT i� 9" 2 -#6x 2' -0" LG TACK WELD N 7/8 "0 HH NUT v DETAIL A SCALE: NONE LEGEND 4SS STRAP I STRAP EYELET DETAIL SCALE: NONE T.O.C. TOP OF CONCRETE TYP TYPICAL F.G. FINISH GRADE CLR CLEARANCE EQ. SP. EQUALLY SPACED NOTES - 1. FOR LOCATION, SEE DWG. NO. C2.12 2. ALL CONCRETE SHALL BE : f c - 3000 PSI AT 28 DAYS ASTM C150, TYPE II CEMENT ASTM C33 AGGREGATE, 1" MAX SIZE. 3. REINFORCING STEEL SHALL BE ASTM A615, TYPE 5. (GRADE 60 - #5 & LARGER, GRADE 40 - #4 & SMALLER) 4. WELDING ON REBAR STEEL WILL NOT BE ALLOWED. 5. ALL GRADING AND SITE PREPARATION SHALL CONFORM TO THE RECOMMENDATIONS CONTAINED IN THE SOILS REPORT PREPARED BY KLEINFELDER, INC. JOB NO. 21- 6009 -02A, DATED SEPTEMBER 3, 1998 AND ALL ADDENDUM THERETO. 6. ALL UNDERGROUND ELECTRICAL SHALL BE IN PLACE PRIOR TO PLACING CONCRETE. 7. ALL UNDERGROUND DRAINAGE PIPING SHALL BE IN PLACE PRIOR TO PLACING CONCRETE. 8. ALL EXTERNAL CONCRETE CORNERS SHALL BE CHAMFERED. (c) 1998 Rossetti Associates Architects I l; /' i IPro>llot Amtrak Station Bakersfield, CA No. GE ._04 Emp. Or CI:`...�' Sheet Tide UTILITY PLAN UNDERGROUND TANK INSTALLATION Date 1211 S j9 9_ '_ Scale AS NOTED Project Number 98 -143 CAD File JE31SWO11.DWG Sheet Number C217 L t,- 13 5 2ND BID SUBMITTAL 6/22/99 4 BID SUBMITTAL 3/15/99 3 PLAN CHECK 3/3/99 2 50% CONSTRUCTION DOCUMENTS 2/15/99 1 100% DESIGN DEVELOPMENT 12/18/98 No. Description Date No. GE ._04 Emp. Or CI:`...�' Sheet Tide UTILITY PLAN UNDERGROUND TANK INSTALLATION Date 1211 S j9 9_ '_ Scale AS NOTED Project Number 98 -143 CAD File JE31SWO11.DWG Sheet Number C217 L t,- 13 COLLECTION PANS 4" 4" 4" 6" CATCH BASIN 4" X 6" STORM WATER RUN OFF GENERAL CONTROL LOGIC P -100 SUMP PUMP 20 GPM @ 10' TDH EXPLOSION PROOF CPS -1 CORRUGATED PLATE SEPARATOR 125 GPM FLOW RATING IN * 1 I I I I I I I I I 1 I I 1 I I I I 1 1 I 1 I I 1 I I I I I I L---------------------- ----------------------------------------- I 1 I I I 1 I I I I1 1 I I 1 L------------------------------------------------------------ - - - - -- .IN 4N 1 1 I r-- - - - --' ' � ---- 1� - - - -� I 1 I `------------------------------------------------------- I 1 1 I I I1 I I L-------------------------------------------------r------- I I I I J L------ i�I' -' % --------------------------------- - - - - -- I I I I VENT I 1 ---- I------- - - - -4I 4---- - - - - -- -------- +-- - - - - -i — 1 1 1 1 I I TK -1 4,000 GAL. UNDERGROUND FIBERGLASS REINFORCED PLASTIC DOUBLE WALL STORAGE TANK L- - - - - -- L5 �— 3 j 4" 3 KLk;UVLKLU UIL 1 BA2 j CN.O. 8" CASING 1 LJ I LA 2 FLEX HOSE -- N C r- .' LEAK CONNECTION 3/4" i 4" � � 4" CV -2 DETECTION 4" BA4 " CPS -1 4 I BA1 i i N.O. I WATER EFFLUENT I i i CV -1 I I BA1 - - -- LS OWM t I 4" X 6 "I 2 L----------------- BA3 1 1 1/2" j I CK1 1 t I I 1 I I 1 1 HOA 1 I I P100 I I I LA 1 I I I 3" BA2 PROCESS & INSTRUMENTATION DIAGRAM SCALE: NONE GENERAL NOTES: ALARM 1. VERIFY EXACT LOCATION AND DISPOSITION OF ELECTRICAL OUTLETS, BEACON UTILITY COMPANY REQUIREMENTS VOLTAGE, AND PHASE FOR EQUIPMENT FURNISHED BY ALL OTHER CONDITION PANEL TRADES BEFORE STARTING WORK, AND CONNECT SAME. CV -1 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ELECTRICAL HOOK- NORMAL OPERATION NEMA 3R AND 12 CONTROL PANEL UPS, AND FOR THE CORRECTNESS OF ALL HOOK -UPS BEFORE STARTING OPEN CLOSED EQUIPMENT. NORMAL LIGHTS LIGHT( S) 3. ALL PANELS, TRANSFORMERS, MOTOR CONTROLS, TERMINAL CABINETS, INVENTI STEMS,LI C., MOD) BA -20OX (8165 OPTION) PPM > ETC., SHALL HAVE LAMICOID NAME TAGS FOR IDENTIFICATION. ALL OPEN OPEN PANELS SHALL HAVE CIRCUIT CONDUCTORS IDENTIFIED.. ON 4. THE CONTRACTOR IS TO SECURE ALL PERMITS AND PAY THE ASSOCIATED HOA HAND -OFF -AUTO FEES. 5. ALL UNDERGROUND STUB OUTS SHALL BE CAPPED AND LOCATED WITH SEPARATOR LIQUID MAJOR FLOAT SWITCH 683S "STUB MARKERS" SET IN CONCRETE ALL BLANK CONDUITS SHALL BE NORMALLY CLOSE INSTALLED WITH PULL ROPES. SEPARATOR LEVEL 6. ALL FLEX CONDUIT USED OUTDOORS OR IN DAMP LOCATIONS SHALL BE (SIGNAL TO CONTROL PANEL #2) ALARM "SEALTITE" WITH WATERPROOF CONNECTIONS. - 7. UNDERGROUND CONDUIT SHALL BE RIGID STEEL OR PVC SCHEDULE 80. OFF SEPARATOR SLUDGE IF RIGID STEEL CONDUIT IS USED, IT SHALL BE ENCASED IN A 3" CONCRETE HI- SLUDGE 4 ENVELOPE OR HAVE A 40 MIL PVC COVERING. NON - METALLIC CONDUIT 3/15/99 SLUDGE LEVEL APPROVED FOR DIRECT BURIAL DOES NOT REQUIRE ENCASEMENT, UNLESS LEVEL SWITCH (LS -2) (SIGNAL TO CONTROL PANEL #2) OTHERWISE NOTED ON PLANS. - 8. RIGID STEEL ELLS SHALL BE REQUIRED AT ALL STUB -UPS WHERE WIRE LIGHT ON ON SIZE IS #4 AWG THW OR LARGER, OR WHERE CONDUIT SIZE IS 11/4" OR FCI, MODEL FCBS 700 VERTICAL FLOAT SWITCH LIQUID LARGER. ----------------- - - - - -� 9. THE CONTRACTOR IS TO OBTAIN AND HAVE CERTIFIED IN WRITING THAT 1 LEVEL ALARM (LA -1) ALL UTILITY WORK HAS BEEN PERFORMED IN AN ACCEPTABLE MANNER ----------- I I _ ACCORDING TO EACH UTILITY ENTITY INVOLVED. I I 1 I I 10. FUEL SPILL COLLECTION SYSTEM SUBCONTRACTOR SHALL BE RESPONSIBLE -- L3H i FCI, MODEL DCBS 900 VERTICAL FLOAT SWITCH FOR ELECTRICAL SERVICE CONNECTION FROM THE ELECTRICAL DISCONNECT INVENTORY LEAK LOCATED AT THE EXTERIOR WALL OF THE STORAGE BUILDING TO THE CONTROL PANELS AND ALL CONTROLS & INSTRUMENTS LOCATED WITHIN & LEAK DETECTION GAUGE & (SIGNAL TO CONTROL PANEL #2) ETECTION & _ - DESCRIBED HEREON. LIGHT ON ON MONITORING FCI, MODEL FHRB 810 HYDROSTATIC MONITOR RESERVOIR SENSOR MONITORING n L- - - - - -- L5 �— 3 j 4" 3 KLk;UVLKLU UIL 1 BA2 j CN.O. 8" CASING 1 LJ I LA 2 FLEX HOSE -- N C r- .' LEAK CONNECTION 3/4" i 4" � � 4" CV -2 DETECTION 4" BA4 " CPS -1 4 I BA1 i i N.O. I WATER EFFLUENT I i i CV -1 I I BA1 - - -- LS OWM t I 4" X 6 "I 2 L----------------- BA3 1 1 1/2" j I CK1 1 t I I 1 I I 1 1 HOA 1 I I P100 I I I LA 1 I I I 3" BA2 PROCESS & INSTRUMENTATION DIAGRAM SCALE: NONE * : REMOTE VISUAL ALARM BEACON SHALL BE FCI MODEL CPVA, 120 VAC, RED, MOUNTED ABOVE STORAGE BUILDING. CONCRETE VAULT ( ) ALARM SHUT -OFF H �l%J SELECTOR SWITCH INDICATING RUN /ALARM LIGHT (RED OR GREEN) IN- 901ZI.[:0111 O II TK -1 SEWER MANHOLE 0. TO PUBLIC SEWER CODES. RULES AND REGULATIONS ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES AND REGULATIONS OF THE STATE FIRE MARSHAL, CALIFORNIA CODE OF REGULATIONS -TITLE 24, SERVING UTILITY COMPANIES, OSHA AND OTHER APPLICABLE STATE AND LOCAL LAWS, ORDINANCES AND REGULATIONS. NOTHING IN THESE PLANS OR SPECIFICATIONS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. WHERE WORK OF HIGHER DEGREE IS INDICATED ON THE PLANS OR IN THE SPECIFICATIONS, THIS REQUIREMENT SHALL GOVERN. DIVISION 9 OF THE CALIFORNIA ENERGY CONSERVATION STANDARDS FOR NON - RESIDENTIAL BUILDINGS HAS BEEN REVIEWED AND THE BUILDING DESIGN DESCRIBED ON THESE PAGES IS IN SUBSTANTIAL CONFORMANCE. BA BALL VALVE ALARM CONTROL VALVE RESPONSE POSITION GENERAL CONTROL BEACON UTILITY COMPANY REQUIREMENTS EQUIPMENT SPECIFICATIONS CONDITION PANEL CV -1 CV -2 CV -3 NORMAL OPERATION NEMA 3R AND 12 CONTROL PANEL NONE OPEN CLOSED OPEN NORMAL LIGHTS LIGHT( S) OFF OIL /WATER MONITOR (OWM) INVENTI STEMS,LI C., MOD) BA -20OX (8165 OPTION) PPM > CLOSED OPEN OPEN TK ON POWER COMPANY NALVEO HOA HAND -OFF -AUTO MONITOR LIGHT ON NORMALLY OPEN SEPARATOR LIQUID MAJOR FLOAT SWITCH 683S HI -LEVEL NORMALLY CLOSE SEPARATOR LEVEL ELECTRICAL SIGNAL LEVEL SWITCH (LSH -1) (SIGNAL TO CONTROL PANEL #2) ALARM _ - - LIGHT ON OFF SEPARATOR SLUDGE FCI, MODEL SSM 1F HI- SLUDGE 4 BID SUBMITTAL 3/15/99 SLUDGE LEVEL PLAN CHECK LEVEL SWITCH (LS -2) (SIGNAL TO CONTROL PANEL #2) LEVEL - - - LIGHT ON ON VAULT SUMP FCI, MODEL FCBS 700 VERTICAL FLOAT SWITCH LIQUID LEAK DETECTION LEVEL ALARM (LA -1) (SIGNAL TO CONTROL PANEL #2) DETECTED _ _ - LIGHT ON ON PIPE LEAK DETECTION FCI, MODEL DCBS 900 VERTICAL FLOAT SWITCH LIQUID LEAK DETECTION (LA -2) (SIGNAL TO CONTROL PANEL #2) DETECTED _ - - LIGHT ON ON TANK LEAK DETECTION AND FCI, MODEL FHRB 810 HYDROSTATIC MONITOR RESERVOIR SENSOR INNER OR LEAK DETECTION MONITORING (SIGNAL TO CONTROL PANEL #2) OUTER TANK LEAK _ - - LIGHT ON ON TANK INVENTORY GAUGE FCI, MODEL IPFW 206 INVENTORY PROBE HI -LEVEL TANK LEVEL & MONITORING SYSTEM (SIGNAL TO CONTROL PANEL #2) (> 90% CAPACITY) - - - LIGHT ON ON OVER -FILL SHUT -OFF FCI, MODEL FOFV 600 B &S OVERFILL SENSOR HI -LEVEL TANK LEVEL SWITCH (LSH -3) (SIGNAL TO CONTROL PANEL #2) (> 95% CAPACITY) - - CLOSED LIGHT ON ON FCI: FLUID CONTAINMENT, INC. (MANUFACTURER) - NO ACTION BASIC SYSTEM DESCRIPTION: NORMAL OPERATION: CV -1 IS OPEN, CV -2 IS CLOSED AND CV -3 IS OPEN. HIGH OIL CONCENTRATION IN EFFLUENT: CV -1 IS CLOSED, CV -2 IS OPEN, CONTROLLED BY OWM (TANK IS BEING FILLED THROUGH BY -PASS) TANK OVER -FILL SHUT OFF SWITCH: CV -3 IS CLOSED, (TANK IS FULL, CPS MAY OVERFLOW INTO VAULT, LA -1 WILL ALARM) * : REMOTE VISUAL ALARM BEACON SHALL BE FCI MODEL CPVA, 120 VAC, RED, MOUNTED ABOVE STORAGE BUILDING. CONCRETE VAULT ( ) ALARM SHUT -OFF H �l%J SELECTOR SWITCH INDICATING RUN /ALARM LIGHT (RED OR GREEN) IN- 901ZI.[:0111 O II TK -1 SEWER MANHOLE 0. TO PUBLIC SEWER CODES. RULES AND REGULATIONS ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES AND REGULATIONS OF THE STATE FIRE MARSHAL, CALIFORNIA CODE OF REGULATIONS -TITLE 24, SERVING UTILITY COMPANIES, OSHA AND OTHER APPLICABLE STATE AND LOCAL LAWS, ORDINANCES AND REGULATIONS. NOTHING IN THESE PLANS OR SPECIFICATIONS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. WHERE WORK OF HIGHER DEGREE IS INDICATED ON THE PLANS OR IN THE SPECIFICATIONS, THIS REQUIREMENT SHALL GOVERN. DIVISION 9 OF THE CALIFORNIA ENERGY CONSERVATION STANDARDS FOR NON - RESIDENTIAL BUILDINGS HAS BEEN REVIEWED AND THE BUILDING DESIGN DESCRIBED ON THESE PAGES IS IN SUBSTANTIAL CONFORMANCE. BA BALL VALVE ELEC. /CONTROL CONTROL PANEL ( #1) CK CHECK VALVE UTILITY COMPANY REQUIREMENTS CAD File JE31 SW12.DWG CV CONTROL VALVE OWM OIL /WATER MONITOR VERIFY AND COMPLY WITH ALL UTILITY COMPANY REQUIREMENTS BEFORE LS LEVEL SWITCH BIDDING JOB. Y'C LA LEVEL ALARM SLUD=GE LEVEL TANK SEPAR=ATOR LEVEL LEVEL *H HIGH PACIFIC GAS & ELECTRIC CO. TOM AGUILAR (561)398 -5965 TK TANK POWER COMPANY REPRESENTATIVE PHONE HOA HAND -OFF -AUTO N.O. NORMALLY OPEN N.C.- NORMALLY CLOSE - - - - - -- ELECTRICAL SIGNAL PROCESS LINE I I I I I 120 V BREAKERS 120V AUTOMATIC PHONE BY SITE BY FUEL SPILL DIALER ELECTRICAL ELECTRICAL CONTRACTOR CONTRACTOR NOTES: - CABINET SHALL MEET NEMA 3R AND NEMA 12 CRITERIA - AUTOMATIC TELEPHONE DIALER TO BE SUPPLIED WITH CONTROL PANEL #1, MODEL "NAPCO 500" OR APPROVED EQUAL. DIALER TO HAVE 2 CONDITION CAPABILITY. 120V TELEPHONE LINE OIL /WATER MONITOR, CONTROL VALVES & LEVEL SWITCHES WEATHERPROOF ELECTRICAL PANEL POWER & CONTROL SCALE: NONE BEACON* FLUID CONTAINMENT, INC. MODEL CPI -4 (NEMA 1) CONTROL PANEL w/ PRINTER MOUNT INSIDE OF STORAGE BUILDING TER MONITOR 1)120V TO/FROM OVERFILL SHUT -OFF SWITCH, CONTROL VALVES CONTROL PANEL #2 LOW VOLTAGE TO SENSORS (INTRINSICALLY SAFE) 2" CONDUIT W/ PULL STRING FROM AMTRAK METER (SEE ELECTRICAL PLANS E5.00) DISCONNECT BOX, (BY SITE ELECTRICAL CONTRACTOR) r— — — — — — — — — — — — — — — — — — — — — — — — — — — — -i CU BY FUEL SPILL SYSTEM ELECTRICAL CONTRACTOR 60/2 5/8" x 8' COPPER (GROUND ROD \(O ,I I I I I I I I 20/2 20/1 20/1 20/1 HOA CONTROL OIL /WATER TELEPHONE PANEL #2 MONITOR & DIALER CONTROL VALVES ONE —LINE DIAGRAM SCALE: NONE 20/1 I I I I SPARE (c) 1998 Rossetti Associates Architects F%Obd Amtrak Station &*ersW CA 7001 WHEELAN CT. • BAMMILD ®1999 CALIFORNIA • 93309 • (805) 8344814 1919 Santa Monica Blvd, S1ste 300 Santa Monica, CA 90404 310.828.6876 fax 310.828.6886 tel FUEL SPILL ELEC. /CONTROL CONTROL PANEL ( #1) . -, Date t 2 -1 g8 r Scale AS NOTED Project Number 98 -143 CAD File JE31 SW12.DWG Sheet Number C2w18 RESET HOA YrC YrC YrC Y�G Y'C SUMP PUMP LEAK DETECTION SLUD=GE LEVEL TANK SEPAR=ATOR LEVEL LEVEL OIL /WATER MONITOR CONTROLLER 120V AUTOMATIC PHONE BY SITE BY FUEL SPILL DIALER ELECTRICAL ELECTRICAL CONTRACTOR CONTRACTOR NOTES: - CABINET SHALL MEET NEMA 3R AND NEMA 12 CRITERIA - AUTOMATIC TELEPHONE DIALER TO BE SUPPLIED WITH CONTROL PANEL #1, MODEL "NAPCO 500" OR APPROVED EQUAL. DIALER TO HAVE 2 CONDITION CAPABILITY. 120V TELEPHONE LINE OIL /WATER MONITOR, CONTROL VALVES & LEVEL SWITCHES WEATHERPROOF ELECTRICAL PANEL POWER & CONTROL SCALE: NONE BEACON* FLUID CONTAINMENT, INC. MODEL CPI -4 (NEMA 1) CONTROL PANEL w/ PRINTER MOUNT INSIDE OF STORAGE BUILDING TER MONITOR 1)120V TO/FROM OVERFILL SHUT -OFF SWITCH, CONTROL VALVES CONTROL PANEL #2 LOW VOLTAGE TO SENSORS (INTRINSICALLY SAFE) 2" CONDUIT W/ PULL STRING FROM AMTRAK METER (SEE ELECTRICAL PLANS E5.00) DISCONNECT BOX, (BY SITE ELECTRICAL CONTRACTOR) r— — — — — — — — — — — — — — — — — — — — — — — — — — — — -i CU BY FUEL SPILL SYSTEM ELECTRICAL CONTRACTOR 60/2 5/8" x 8' COPPER (GROUND ROD \(O ,I I I I I I I I 20/2 20/1 20/1 20/1 HOA CONTROL OIL /WATER TELEPHONE PANEL #2 MONITOR & DIALER CONTROL VALVES ONE —LINE DIAGRAM SCALE: NONE 20/1 I I I I SPARE (c) 1998 Rossetti Associates Architects F%Obd Amtrak Station &*ersW CA 7001 WHEELAN CT. • BAMMILD ®1999 CALIFORNIA • 93309 • (805) 8344814 1919 Santa Monica Blvd, S1ste 300 Santa Monica, CA 90404 310.828.6876 fax 310.828.6886 tel Ji i7 .l No. 2:)11:)4 � v�xn.3.31 -� °irk Sheet Tie UTILITY PLAN FUEL SPILL ELEC. /CONTROL SCHEMATIC DIAG. . -, Date t 2 -1 g8 r Scale AS NOTED Project Number 98 -143 CAD File JE31 SW12.DWG Sheet Number C2w18 5 2ND BID SUBMITTAL 6/22/99 4 BID SUBMITTAL 3/15/99 3 PLAN CHECK 3/3/99 2 50% CONSTRUCTION DOCUMENTS 2/15/99 1 100% DESIGN DEVELOPMENT 12/18/98 No. i Description Date Ji i7 .l No. 2:)11:)4 � v�xn.3.31 -� °irk Sheet Tie UTILITY PLAN FUEL SPILL ELEC. /CONTROL SCHEMATIC DIAG. . -, Date t 2 -1 g8 r Scale AS NOTED Project Number 98 -143 CAD File JE31 SW12.DWG Sheet Number C2w18 z_isl , - v ,s r .F e , ',+ 1 'L s . . vi r r :. W ,. „ v `! <. N/ . •L , y ' ,. it . v. .,i. N v `b' V W 1 Y d v °. r .> w Y s v •t ,L' a r N` , V Y r w ;, `J' Y ,t' w .. Q ti OU N CEMENT a v + " . Y ANN 4 1 41 + 'NTAIN 4- 4, A, I "I i, 4, .1 1 �SE R W�Yy N r , v w .v 4 n . - . . .••w L a sr ' w ,v v W w w � _ - "v „•v r ,. • " " , ”" -a .ti"'v 4 �, -Y , ` ' ' 1 0 W v vM , ,,y d a W P p 1 w °u `u .•Y . , , . + ' v W U•r y„ - � 4 _ .. ••w w •.y� . ` � y l..J ° "w,— .w t! iy r , ' • _ .r J - 1 , _ A F OU, • SEWER MAIN CONTRACTATEM SEE� PLAN -Q-" SHEET, C ALLk LOCATE, AND VERIFY; 4" PVC DRAIIt 41 q, I 'CROSSINGS PRIOR-TO TRENCHING ND A -v 4, p, - VALVEJO SURFACE A', 2' RUN WIRE 41 FROM'LRT, DETECTOR TO 41 PUMP S TATI ON, SEE DETAIL LOCATE AND ---VERIFY ALL + "F* SHEET- C 2.20- 3 CROSSINGS' PRIOR TID TRENCHING + 20, scvAEVy •— 4; 'tOOO GALLoN`- STORAGE TANK SEE DETAIL• "I" SHEET C--2.20 3 *6 7 /-I* WATER, SERVICF- r* ILLLLULLIL, ♦ -4- 4" 3 ot 2" ,/ 3 q/ 4 '41 voor3 19 \11 . 1 2" 4 ORP. STOP WITH 21 6 3" BOX TO SURFACE IRRIGATION MAIN U NE BY40THERS- 4- 2 41 -41 L' />1 41 SE R Ah WEIR M� Tn-rT//NA, a F J r r 41 N, 4, w 41 i V ­q i 1 1p I ! 1 ! '�, X" X 1v x NN 14 s. r "h 4 I % ;.-' PREPAG'`tAGED PUMP STATION IN DIRECT BtJt?Y VAULT\SEE DETAIL "Aw SHEET 2.21 >CT_11 I if. AND z A >\ sviv FACE , ?Ou A 41 < TANK A, 2.20 7 41 A -4, N\x/ IN' ji VAI \lp"'Tr, Z' V \N" X X N, ... . ... . ... . .. .. ... . x <1/ .. . ... .. ... 4 /x\ NN X >\ \ x/ NN CONVERSATIP.N-i FOUNTAIN./ SEE PLAN "A" SHEET Q"/2.20 h* 41 _V ENT` , SE <_ SHE >1 /N �MJE14cvj TO TREE vfr-1,1 112r v N/ CLEAR TREE WELLS BACKFILL z" 4! LEGEND SCHEDULE (SIZE AS 40 PVC NOTED DRAIN LINE ON PLAN) SAND Sad@ 1"=10, F 01 Mm6w 98-143 CAD Flt JE31 F001 8-st 7. V. 13 2n19 BEDDING ------ SCHEDULE 40 PVC SUPPLY LINE & BACKFILL (SIZE AS NOTED ON PLAN) 2 1/2» 2* SCHEDULE 40 PVC SUCTION LINE (SIZE AS NOTED ON PLAN) 8 SCHEDULE 40 PVC VENT LINE 4" (SIZE AS NOTED ON PLAN) rIN ------------ SCHEDULE 40 PVC RETURN LINE 6/29/99 5 r- 2ND BID SUBMITTAL 6/22/99 4 BID SUBMITTAL 3/15/99 3 PLAN CHECK (ZALL AS NUILU ON PLAN) ------------ SCHEDULE 40 PVC RETURN LINE 24" TRENCH (SIZE AS NOTED ON PLAN) SECTION FILTER PIPING SCHEDULE 40 SCALE: 1"=1' \2ff19 —W— WATER LINE _SD— STORM DRAIN —S— SEWER LINE _E ELECTRICAL LINE FOUNTAIN UNIT, SEE DETAIL -E- SHEET C 2.20 ITEMS INCLUDED WITHIN ARE TO BE CONSIDERED A z/ N, OF, 0 to FINISHED GRADE MAINTAIN 2" CLEARANCE FROM CONDUITS AND TRENCH WALL AS THE WATER rr-AIUML b1iJ ALTERNATE llt!VIS SCALE: 1 10' OF CONSTRUCTION - A_ Ik 1� - — I Amtrak Station &*WSW CA " Santa Morica BIYA Suite 300 Santa Monica, CA 90404 31022116876 fax 310.82116886 tel 8hstt Tat FOUNTAIN SITE PLAN Date 12/18/98 Sad@ 1"=10, F 01 Mm6w 98-143 CAD Flt JE31 F001 8-st 7. V. 13 2n19 AWATER FEATURE BID ALTERNATE LIMITS 6/29/99 5 r- 2ND BID SUBMITTAL 6/22/99 4 BID SUBMITTAL 3/15/99 3 PLAN CHECK 3/3/99_ 2 50% CONSTRUCTION DOCUMENTS 2/15/99 1 0% DESIGN DEVELOPMENT 12/18/98 No. Description Date -] 8hstt Tat FOUNTAIN SITE PLAN Date 12/18/98 Sad@ 1"=10, F 01 Mm6w 98-143 CAD Flt JE31 F001 8-st 7. V. 13 2n19 LIGHT BANDS (SEE ARCHITECTURAL DETAILS) #4 HOOPS #4 VERTS ® 18" OC- 2' -0" 1 3' -0" LIGHT BANDS (SEE ARCHITECTURAL DETAI #4 HOOP VERTS 0 18" OC- A N #4 ®18" EW I I I i 1 I t WEIR PLATE OVERPOUR ,, SEE DETAIL "C" THIS SHEET POUR FOUNTAIN ON COMPACTED SUBGRADE 6" AT 95% OF MAX. RELATIVE DENSITY. Z Q H Z D 0 C:0 1 . 8' -0" DIA. 4' -0" I 4' -0" 4' -0" DIA. I 0 I I I4 8 18" :W i-4 "*SCH"'440 bVC RETURN A Vi" SCH 40 PVC VENT 2" SCH 40 PVC DRAIN WITH BRASS INLET 3' -0" 1 2' -0" TOP BAND SEE DETAIL 11-i" SCH 40 PVC VENT (2) PLACES DIAMETRICALLY / OPPOSED 2" SCH 40 PVC DRAINS `•3" SCH 40 PVC SUPPLY SECTION— DETAIL "B" CONVERSATION FOUNTAIN PIPING DETAIL 1/2"= 1' -0" RAIL (BY OTHERS) 1" PVC CONDUIT. FASTEN 0 TO TIES WITH METAL CLAMPS G G (SCHEDULE 80 CONDUIT Q PAINT PVC CONDUIT WITH 2 COATS OF LATEX ENAMEL H H 0.2" CUT -� 0.2" CUT EPDXY L00 SEALANT C1;; Cry, 0. 14 AWG (TYP) SECTION G —G SECTION H —H 7 "x9 "x8' -0" TIMBER TIE- * SCH IE- 4' -6" 4' -8bi" GAUGE I I` I 414" FLEX LIQUID TIGHT CONDUIT THIS SHEET L STD. VACUUM FITTING WITH L MOVABLE CAP 2" SCH 40 PVC DRAIN IWITH BRASS INLET ELEV.407.67' r l N R- --- 2" PVC SUCTION an /--FINISHED GRADE SCH 40 PVC VENT SCH 40 PVC SUPPLY LIQUID TIGHT SURFACE MOUNT JUNCTION BOX r--2" SCH 40 PVC DRAINS --� TO STORM DRAIN -' —� TO STORAGE TANK ----�- TO ABOVE GROUND VENT -�-- FROM PUMP 6 " !Me "x 1116" ALUMINUM PLATE, HOT DIPPED GALVANIZED BAR GRATING COVER (1) I J some CONTINUOUS PROVIDE LAP SPLICE ProJeot mbar 98 -143 CAD � SUPPLY RETURN I i / CROSS BARS ® 2" O.C. BAND CIRCUMFRENCE AT END AND SEAL WITH SILICON. RETURN VENT �` SUPPLY ESIGN W.S. TILE PER ARCHITECTURAL DETAILS, SUPPLY � \� �� J.. VENT DRAIN % / �`y/ P� ..� • / �� RETURN a DRAIN . ovv/ / ry •' Of .0 RETURN SUPPLY VALVE AND � •// VACUUM N BOX TO SURFACE, TYPICAL ATTACHMENT // FITTINGI WITH ROCK GUARD AND CLEAR LENS (FOUNTAIN PEOPLE LLN -4569) LEAVE SLACK CORD OF 4' ALL ITEMS SHOWN HEREON ARE FOR WITH ADJUSTABLE SWIVEL, 1W NPT, Z THE WATER FEATURE BID ALTERNATE RUN TO SUCTION OF PUMP FILTER ul aQp` J`L IV EMBED FRAME TO MATE TO GRATING, HOT DIPPED 1 WATER FEATURE BID ALTERNATE LIMITS 6/29/99 5 � y PLAN "A" GALVANIZED. CONVERSA ION FOUNTAIN PIPING DE 3 1/4"= 1' -0" 3/3/99 RAIL (BY OTHERS) 1" PVC CONDUIT. FASTEN 0 TO TIES WITH METAL CLAMPS G G (SCHEDULE 80 CONDUIT Q PAINT PVC CONDUIT WITH 2 COATS OF LATEX ENAMEL H H 0.2" CUT -� 0.2" CUT EPDXY L00 SEALANT C1;; Cry, 0. 14 AWG (TYP) SECTION G —G SECTION H —H 7 "x9 "x8' -0" TIMBER TIE- * SCH IE- 4' -6" 4' -8bi" GAUGE I I` I 414" FLEX LIQUID TIGHT CONDUIT THIS SHEET L STD. VACUUM FITTING WITH L MOVABLE CAP 2" SCH 40 PVC DRAIN IWITH BRASS INLET ELEV.407.67' r l N R- --- 2" PVC SUCTION an /--FINISHED GRADE SCH 40 PVC VENT SCH 40 PVC SUPPLY LIQUID TIGHT SURFACE MOUNT JUNCTION BOX r--2" SCH 40 PVC DRAINS --� TO STORM DRAIN -' —� TO STORAGE TANK ----�- TO ABOVE GROUND VENT -�-- FROM PUMP 6 " !Me "x 1116" ALUMINUM PLATE, HOT DIPPED GALVANIZED BAR GRATING COVER (1) Dabs 12/18/98 some CONTINUOUS PROVIDE LAP SPLICE ProJeot mbar 98 -143 CAD � JE31 F002 D a CROSS BARS ® 2" O.C. BAND CIRCUMFRENCE AT END AND SEAL WITH SILICON. Q > AND OPENINGS FOR NOZZLE AND LIGHT, ESIGN W.S. TILE PER ARCHITECTURAL DETAILS, PROVIDE BOLT DOWN, STAINLESS STEEL BOLTS a UL LISTED 150W, 120V WET LOCATION LIGHT MATE FLUSH WITH ALUMINUM BAND N its "0 ORIFICE SMOOTH BORE NOZZLE ►�v 0 WITH ROCK GUARD AND CLEAR LENS (FOUNTAIN PEOPLE LLN -4569) LEAVE SLACK CORD OF 4' ALL ITEMS SHOWN HEREON ARE FOR WITH ADJUSTABLE SWIVEL, 1W NPT, Z THE WATER FEATURE BID ALTERNATE ul c EMBED FRAME TO MATE TO GRATING, HOT DIPPED 1 WATER FEATURE BID ALTERNATE LIMITS 6/29/99 5 PEOPLE N -111). 24" OPENING GALVANIZED. N 3/15/99 3 2" OPENING 3/3/99 2 50% CONSTRUCTION DOCUMENTS 2/15/99 11 11 11 11 11717= 100% DESIGN DEVELOPMENT 144" x 3" POLISHED " Description We ALUMINUM EDGING MASTIC TILE TO PLATE 3" PVC RETURN"*" (4) PLACES SILICON CAULKING BEAD COUNTERSINK Me" STAINLESS � ATTACH WITH EPDXY #4 BAR HOOP ANCHORS AT 8" CENTERS, TIGHTEN PLATE AGAINST 11�t" GALV. NIPPLE" -'"" CONTINUOUS SURFACE OF SILICON SEALANT. DETAIL "C" DETAIL "D" WEIR PLATE OVERPOUR TOP BAND 3 "= 1' -0" DIMENSIONS AS REQUIRED FOR GALLONAGE GALLONAGE RETURN PIPE SUCTION PIPE ELEV. "A" ELEV. "B" DIM "C" DIM "D" LOCATION "G" SIZE "Y" SIZE "X" -V4" FLEX LIQUID EAST TANK 3,000 8" 8" 404.80 402.60 47" 17" TIGHT CONDUIT 1" CONDUIT TO j SPLICE BOX WEST TANK 5,000 10" 10" 403.75 401.15 36" 20" DETAIL "F" LRT DETECTOR FOR BALLAST TRACK 1/2"= 1' -0" r DETAIL — SECTION "I" STORAGE TANK. ,%"= 1' -0" iADE DETAIL "K" DETAIL FOUNTAIN VENT 1 "= 1' -0" (a) IM Ammon! Amodaw AroIdwb I 1`1-� Amtrak Station &*WSfleld, CA HOT DIPPED GALVANIZED BAR GRATING COVER (1) Dabs 12/18/98 some 1" x Y4" BARS 0 '+die" SPACING WITH RECTANGULAR ProJeot mbar 98 -143 CAD � JE31 F002 D a CROSS BARS ® 2" O.C. BAND CIRCUMFRENCE Q > AND OPENINGS FOR NOZZLE AND LIGHT, 1 °z PROVIDE BOLT DOWN, STAINLESS STEEL BOLTS a UL LISTED 150W, 120V WET LOCATION LIGHT its "0 ORIFICE SMOOTH BORE NOZZLE ►�v 0 WITH ROCK GUARD AND CLEAR LENS (FOUNTAIN PEOPLE LLN -4569) LEAVE SLACK CORD OF 4' ALL ITEMS SHOWN HEREON ARE FOR WITH ADJUSTABLE SWIVEL, 1W NPT, Z THE WATER FEATURE BID ALTERNATE ADJUST TO TRUE VERTICAL (FOUNTAIN c EMBED FRAME TO MATE TO GRATING, HOT DIPPED 1 WATER FEATURE BID ALTERNATE LIMITS 6/29/99 5 PEOPLE N -111). 24" OPENING GALVANIZED. BID SUBMITTAL 3/15/99 3 2" OPENING 3/3/99 2 50% CONSTRUCTION DOCUMENTS 2/15/99 11 11 11 11 11717= 100% DESIGN DEVELOPMENT 12/18/98 N Description We #4 BAR HOOP 11�t" GALV. NIPPLE" -'"" � � 1Li" GALV. NIPPLE (2" _}__ ' _- t � I I = 3 2" ELECTRIC ACTUATED CONTROL VALVE (BRONZE io ___. WITH VALVE INSTALLATION) s<t_ } - BODY BUSH TO 11Fz" NPT I 24 "0 CONCRETE PIPE, 1 ;___, 1 FOR NOZZLE. N PLAIN END - SUBMERSIBLE JUNCTION BOX, 1Li "x 2" BUSHING (NO BUSHING MOUNT TO WALL SEAL CONDUIT ON VALVE INSTALLATION) WITH SILICON CAULKING. 6 *0 DRAIN AND GRATE �•'��.- '. =` ! (' 2" T HREAD x SLIPI »X» COUPLING 3" PVC OR ABS RETURN \-2- SCH 40 PVC SUPPLY I END OF PIPE AND 3' SQR. OR ROUND TOP OF VANES 'An BOLTS, (4) PLACES, T I (VALVES ARE REQUIRED FOR ANNOUNCMENT FOUNTAIN ONLY) TAPPED THROUGH Y4" 1 0 -_— _ - PLATE, N � DETAIL — SECTION » E » COINTES NK PIPE WALL 45 ;I; FOUNTAIN UNIT ''' x in= 24" CAST IRON COVER AND FRAME, Y4" PLATE, TYP OPEN GRATE LID MORTAR IN PLACE 2X (TYPICAL) 24 "x30" REDUCER, MORTAR IN PLACE (4) Y4" THICK VANES 07, 90', 180' AND 270' {TYPICAL) "A" DETAIL "J" ELEV ANTI— VORTEX PLATE » " RING SEAL PROVIDE "0" FLOAT VALVE REFILL 30" RISER, MORTAR IN PLACE TYP ( ) 11/2"= 1' -0" AROUND PIPE, MORTAR SEAL (FOUNTAIN PEOPLE R -51) ACCESS, LEAVE COVER OFF (TYPICAL) ELEV "B" • ROVIDE "0" RING SEAL v ° AROUND PIPE, MORTAR ° SEAL N o RETURN PIPE o SIZE "Y" - LOA LEVEL . . • in SUCTION PIPE VENT CAP SIZE "X" PROVIDE ELBOW DOWN, ANCHOR RUBBER GASKETED ELBOW, WITH LUG SCREWS _ ) ANCHOR WITH LUG SCREWS ENTIRE TANK TO BE WATER- PROOFED AND TESTED FOR ANTI - VORTEX PLATE, SEE N LEAKAGE 12 BLOCKOUT OVER DETAIL "J" THIS SHEET 2" SCH 40 PVC WIDTH OF TANK PRE -CAST CONCRETE SEPTIC I I TANK "G" GALLONAGE DIMENSIONS AS REQUIRED FOR GALLONAGE GALLONAGE RETURN PIPE SUCTION PIPE ELEV. "A" ELEV. "B" DIM "C" DIM "D" LOCATION "G" SIZE "Y" SIZE "X" -V4" FLEX LIQUID EAST TANK 3,000 8" 8" 404.80 402.60 47" 17" TIGHT CONDUIT 1" CONDUIT TO j SPLICE BOX WEST TANK 5,000 10" 10" 403.75 401.15 36" 20" DETAIL "F" LRT DETECTOR FOR BALLAST TRACK 1/2"= 1' -0" r DETAIL — SECTION "I" STORAGE TANK. ,%"= 1' -0" iADE DETAIL "K" DETAIL FOUNTAIN VENT 1 "= 1' -0" (a) IM Ammon! Amodaw AroIdwb I 1`1-� Amtrak Station &*WSfleld, CA No. 281? 4 ' eKp. 3 • a) -o of c 8" Mills FOUNTAIN DETAILS (1) Dabs 12/18/98 some AS NOTED ProJeot mbar 98 -143 CAD � JE31 F002 shall nNim c 2n20 1 WATER FEATURE BID ALTERNATE LIMITS 6/29/99 5 2ND BID SUBMITTAL 6/22/99 4 BID SUBMITTAL 3/15/99 3 PLAN CHECK 3/3/99 2 50% CONSTRUCTION DOCUMENTS 2/15/99 1 100% DESIGN DEVELOPMENT 12/18/98 Nm Description We No. 281? 4 ' eKp. 3 • a) -o of c 8" Mills FOUNTAIN DETAILS (1) Dabs 12/18/98 some AS NOTED ProJeot mbar 98 -143 CAD � JE31 F002 shall nNim c 2n20 PUMP REQUIREMENTS PERFORMANCE REQUIREMENTS FOR WATER FEATURES WATER DISCHARGE HEAD MOTOR 15. Underwater junction boxes shall be equipped with threaded conduit entries and strain relief seals for cord PUMP NUMBER ' 1. Three water features are to be served by the pump station: entry. Strain relief seals serving niche mounted fixtures shall make provision for both the fixture cord and an FEATURE 'GPM' FEET HP a. The Conversation Fountain which is an over pour, low head feature. AWG 8 copper bonding wire when required by local code. O CONVERSATION FOUNTAIN 130 24 1 1/2 This fountain and associated optic fiber lighting is to operate simply on /off with an adjustable time clock. 16. Underwater junction boxes, or junction boxes mounted outside the basin but below the water level, shall GREETING FOUNTAIN 195* 40 3 b. The Greeting Fountain utilizes 5 smooth bore 5/8" orifice nozzles to jet 13 feet vertical. be potted using 3M "Gello" 4441 or "Scotchcost" 2114 re- enterable potting compounds. Conduit entries shall This fountain and associated lighting is to operate simply on /off with an adjustable time clock. be sealed prior to potting the junction box to prevent potting compound from entering the conduit system. O ANNOUNCEMENT FOUNTAIN 650* 42 10 17. Stub -ups for conduit mounted underwater junction boxes must be of red brass pipe. Non - metallic C. The Announcement Fountain utilizes 15 smooth bore orifice nozzles to jet 18 feet vertical. conduit may not be used for support of junction boxes. 20 GPM OF THIS FLOW TO BE RECIRCULATED FOR FILTERING. This water feature is to be activated for an operation sequence when an arriving train passes the inductance loop located west of the site on the track. Once activated, the water feature is to operate through a 18. Wire pulled between water feature electrical controls panels and underwater junction boxes shall be of preprogrammed sequence lasting 10 to 15 minutes. Nozzles and lights are to be individually controlled to stranded copper, water- resistant type selected and sized for the application. PREPACKAGED PUMP &CONTROL STATION provide varied effects on the program. (FOUNTAIN PEOPLE CONTROL SERIES) 19. Conduit shall be sealed to prevent entry of moisture and to prevent water from draining into the water 2. The contractor shall be responsible to purchase the packaged pump station complete to meet these feature electrical control panels. CHLORINATOR ACID CONTAINER ACCESS HATCH performance requirements. The contractor shall provide all labor and materials required to make the system VENT GRADE AWAY wholly operational and effective. Nozzles, valves, lights and pump station shall all be provided by one 20. The water feature equipment shall be as designed and manufactured by The Fountain People, Inc., 4105 FROM VAULT fountain manufacturer and shall be designed and constructed to operate comprehensively. The pump station Hunter Road, Bldg. 7, San Marcos, TX 78667, 512- 392 -1155. Alternate designs furnished by alternate suppliers 3" Min. shall include pumps, motor starters and controls with HAND /OFF /AUTO settings, electric including any may be submitted by the bidder. However, qualifications of designer shall be submitted to the architect for - approval prior to bid submittal. transformers, chlorinator, acid addition, program controllers for three water features, sand filters for the two PP P to . Substitution of water feature materials shall require written approval by the Ll, 6" ELEV. 404.5 storage tanks all to be fully contained in a struct 1 ound dir t bur vault. low w er s t a re Q Architect. Failure to submit for prior approval of substitutions will be grounds for rejection. - - - _ is to be rovid d for each a er o t k. A wind a ector an auto shu -off s a I be included. 21. Contractors shall submit the following data for review and approval: I -I 'I ma -I I I =I - - -I III, I I HGL FOR PUMP SUCTION e pump s a ion con ro s for a announcement fountain shall include a time delay relay to prevent premature g PP M I I- I °' ' - - FROM EAST STORAGE TANK fountain restart. a. A complete water feature system flow diagram. -=I II __Jr ELEV. 403.13 Q 3. Contractor shall supply waterstop protection for piping penetrating floors or walls and for fittings cast b. Complete water feature electrical control panel ladder logic diagrams. therein. - c. A complete bill of materials along with specification cuts of proposed substitute items. 4. Interconnecting pipe and fittings between the basins and the pump equipment room shall be of copper, 8' 4" 4" PVC, or fiberglass, as noted on the plans. d. A written description of the water features operational cycle. _ _ DISCHARGE 5. Pressurized city water lines supplying the water feature system shall be of copper or PVC and shall be e. A written performance guarantee by the system manufacturer certifying that the system will meet the ° �. HGL FOR PUMP SUCTION protected by a backflow prevention device and pressure reduction valve set at 50 psi maximum. The specified performance requirements. b "; - o 7' -4" FROM WEST STORAGE TANK backflow prevention can be shared with the irrigation service ° 3 2 1 ELEV. 400.62 D 6. Piping runs shall be made as direct as possible using the minimum number of fittings. Pipe shall slope to f. Shop drawings of all mechanical and electrical items. TIE DOWN VAULT PER the um for drainage and shall be free of air traps or loos which could trap water or air. MANUFACTURER'S 10" pump g P P P REQUIREMENTS 6" 6" o SET PUMP STATION TO 22. Within ten working days of award of contract, Contractor shall submit five copies of manufacturers _ _ _ SUCTION MAINTAIN MIN. NPSH detailed data sheets and submittal drawings of water feature components for approval prior to installation. + 7. Pump suction intake and suction piping shall be routed to an elevation below the water level of the lowest -o basin so that both the pump and the suction piping are completely flooded when the water feature system is ° o filled. 23. Upon completion of the project, Contractor shall provide three copies of Owners Operation and Maintenance manuals. Manuals shall be provided in three ring binders and shall include operating and EXACT LOCATIONS OF PIPE AND 8. Piping shall be pressure tested prior to back - filling , and shall be buried and supported as noted in the maintenance procedures along with manufacturers' data sheets and system drawings. I I p:' I H CONDUIT CONNECTIONS TO BE Specifications. I I- o` PRO IDE MANUFACTURER. 9. Contractor shall provide drainage and ventilation in the pump room in order to prevent flooding, 24. The Contractor shall warrant all properly installed and maintained equipment (except lamps) for a period I =) I �- °• I I BLOCKOUTS =NSH condensation, or overheating of equipment. of one year from date of start -up. The Contractor shall replace or repair any materials, components, or ;III =I I .. .; 5" FILTER PIPIN workmanship found to be defective within the warranty period. -I I ( -) "' s ;' �" e, . 6" Min. 10. This installation shall comply with all local plumbing and electrical codes. 25. Subgrade preparation for foundations for all related structures shall meet the requirements set forth in 11. Underwater electrical equipment can cause fatal electrical shock if, not installed properly. This installation Section 02200 "EARTHWORK" of the specifications and shall be compacted in the upper 6" to a minimum of 6" CONCRETE SLAB FOUNDATION has been designed in strict compliance with the National Electrical Code, Article 680. Contractor shall install 95% of maximum relative density. electrical equipment in accordance with NEC Article 680 and local electrical codes. DETAIL �� A �� 26. Trenching for piping shall be in accordance with Section 02200 "EARTHWORK" of the specifications and 12. A Class 'A' ground fault circuit interrupter (GFCI) shall be installed on circuits supplying water feature shall be prepared in such a fashion to provide straight grade along the alignment. Multiple pipes and PUMP VAULT equipment located within basins which have an operating voltage greater than 15 volts. Equipment operating conduits may share trenching as long as the following criteria is met: at less than 15 volts shall be protected by a transformer which is U.L. Listed and marked for the application. 2 "= 1' -0" a. Minimum clearance from any pipe or conduit to another shall be fi" either vertically or horizontally. 1/2"= 13. Underwater light fixtures shall be installed so that they are submerged when in operation, shall be protected by a lens guard if pointed upward, and shall be protected by an integral thermal cutoff device to b. A minimum sand bedding of 2" shall be provided. Trench sand shading shall extend in the pipe zone to prevent overheating. 4" above the top pipe or conduit and shall meet a minimum compaction requirement of 90% of maximum 14. Underwater light fixtures shall be installed with sufficient cord length to allow removal from the water for relative density. TOOLED EDGES, TM relamping and normal maintenance without lowering the basin water level. c. Backfill of trenches above the pipe zone shall meet a minimum of 90% for areas under walkways, „ pavement or structures and 85% in landscape or nonstructural areas. 14 ® 18 E.W. CENTER IN SLABS TOOLED EDGES, TYP. �1 27. Concrete for all slabs and foundations shall be in accordance with Section 02520 "PORTLAND CEMENT 3 112" B" CONCRETE CURB SCOPE OF WORK - TER FEATURE BID ALTERNATE CONCRETE PAVING" of the specifications and shall be minimum of 3000 psi 28 day strength. SLOPE 1. Contractor shall provide all labor and materials necessary for the complete construction, beginning to end, for all three (3) water feature facilities including but not necessarily limited to the following: 28. Filtering recirculation piping is not shown. Contractor shall provide necessary piping for filtering �- a. Trenching for all conduits and piping and recirculation of water in the two storage tanks. b. Furnishing and installation of all conduits and piping, including trench bedding " " ,•.- ,...,, ;,.,,..; ''' " "'' ` " c. Trench backfill including sand shading 29. Fountain subcontractor to be responsible for electrical service connection from the J box located d. Furnishing and installation of storage tanks per detail "I" sheet 2.20 at the pump vault to the control panel located within the pump vault and all controls located within ,I Q e. Furnishing and installation of all items necessary to construct all fountain units per detail "E" on sheet 2.20 and described hereon. ,. f. Preparation of subgrade for water feature slabs and foundations COMPACTED 112" EXPANSION g. Construction of all concrete items including reinforcing steel 30. Fountain subcontractor to install loop control cable and activation switch from detector loop 1jaNrMA7ER1AL h. Design, furnishing and construction of prepackaged pump and filter station complete with all electrical controls to pump vault. SUBGRADE SILICON CAULK as shown on detail "A" this sheet and per "Performance Requirements for Water Features" noted hereon AND SEAL TOP. E o erational to tin of ll a f 77 :,, _ SHOWN HEREON ARE FOR J. Instal a ion of loop detector on racks and logic tie -in to pump station controls. Q THE WATER FEATURE BID ALTERNATE k. Connection of main electric to stubbed electric at limit of bid alternate. 2. Contractor shall completely construct all three (3) water features and demonstrate their successful operation to SECTION D the city and shall be responsible for any corrections necessary. FOUNTAIN SLAB EDGES ' 2 1 1/2" = 1'-0" f PERIME7FR CURB, TYPICAL yak. � \7 5,bh �o oc, 1`a. v` 2j -� k1 z act -�� � C91 40 ,�• `'3. i 403 --s.� qQ0 30 TOG 4 1'03• (OG 1 •�' 403.43 FS �_,_ T-C)7 w A11$ 2% k 403 o R °mss � 0 GRADING PLAN "B" ANNOUNCEMENT FOUNTAIN 1 "= 10' 20 GPM FILTER AND PUMP 2 112" PVC FOR ANNOUCEMENT FOUNTAIN r -n POLISHED -OUT I T �110" RETURN I i 1 ' II I L---------- - - - - -J 20 GPM F/L TER AND PUMP FOR C0NVERSA77ON FOUNTAIN do GREE77NG FOUNTAIN 2 112" PVC POLISHED -OUT I -8" RETURN I T i -4-) i I I Q I I I I 1 I S70RAGE TANK 1 L---------- - - - - -J S1 iORAGE TANK Q I 1 �--- - - - - -- 2" PVC PUMP VAULT PUMP f FILTER SCHEMATIC SCALE: NONE SAWCUT CONTROL JOINT, TYPICAL TC 43 p� 3 112" CONCRETE SLAB Wl7M #4 --@ 18 EW CENTERED IN SLAB AI I I// �� i/ t 4 TC 4:4i O� Q� �i -•``off t C -- C0NCREIE F71V/SH TO BE EXPOSED AGGREGATE CONVERSA770N FOUNTAIN 1 i I I VACUUM CLEANING LINE, NORMALLY NOT ON 4 TC Q. °O pC ° .0070 M °33 N :4 .res`�ArO� A� 4 50 TC •35 TOO st0s8 � TOG ;cr i Ae� 1. GRADES SHOWN ARE TO FINISH SURFACE OF CONCRETE. 2. CONCRETE FINISH TO BE EXPOSED AGGREGATE. A. AGGREGATE TO BE DARK GREY TO BLACK, SM00774 STONE MAXIMUM SIZE 1". B. CEMENT COLOR TO BE NATURAL GREY. C. CONTRACTOR TO SUBM1 T AGGREGATE SAMPLE TO ARCH17ECT FOR APPROVAL. ¢O\ TC GRADING PLAN "C" GREETING FOUNTAIN- 1"= 10' FG i i PERIMETER CURB, TYP. eodll FG CONVERSATION FOUNTAIN SEE DETAIL A -SHEET 2.20 3 112" C0NCRE7F SLAB W1774 #4 ® 18" EW CENTERED IN SLAB CONCRETE FINISH TO BE EXPOSED AGGREGATE TC 1. GRADES SHOWN ARE TO FINISH SURFACE OF CONCRETE. 2. SLOPE OUTSIDE LEVEL EDGE TO FOUNTAIN NOZZLES J. CONCRETE FINISH TO BE EXPOSED AGGREGATE. A. AGGREGATE TO BE DARK GREY TO BLACK, SMOOTH STONE MAXIMUM SIZE 1" B. CEMENT COLOR TO BE NATURAL GREY. C. CONTRACTOR TO SUBMIT AGGREGATE SAMPLE TO ARCH17ECT FOR APPROVAL. (o} tees Fill Iu Associate ANNIa es PIOJW Amtrak Station Bakersfield, CA 01 WHFELAN CT. • BAITIUM 4.-99 wrALFORMA • 93309 • (661) 834 -4814 10 Santa Monica MY4 &h 300 Santa Monica, CA 90404 310.828.6876 fax 310.828.6885 W No. 281OZ CFp_3•1' s ft l 7ft FOUNTAIN DETAILS (2) Daft 12/18/98 80@* AS NOTED Projeot Nobw 98 -143 CAD � JE31 F003 2m2l w ` 1 WATER FEATURE BID ALTERNATE LIMITS 6/29/99 5 2ND BID SUBMITTAL 6/22/99 4 BID SUBMITTAL 3/15/99 3 PLAN CHECK 3/3/99 2 50% CONSTRUCTION DOCUMENTS 2/15/99 1 100% DESIGN DEVELOPMENT 12/18/98 No. Description Date No. 281OZ CFp_3•1' s ft l 7ft FOUNTAIN DETAILS (2) Daft 12/18/98 80@* AS NOTED Projeot Nobw 98 -143 CAD � JE31 F003 2m2l w ` REINFORCING STEEL (CONT.) 10. Bend reinforcing steel cold unless otherwise accepted by architect (structural engineer). 11. Securely tie anchor bolts, reinforcing steel, inserts, etc., in place prior to pouring concrete or grout. 12. Submit reinforcing steel shop drawings indicating reinforcing placement, including splice locations and lengths, to architect (structural engineer) for review and acceptance. Promptly notify architect (structural engineer) prior to developing reinforcing steel shop drawings if insufficient clear distances between reinforcing steel or other congestion is encountered. Prepare shop drawings in compliance with ACI 315, Part B. METAL STUDS AND JOIST 1. No attempt has been made to show or indicate non -load bearing metal studs on structural drawings. For information on non -load bearing metal studs see architectural drawings and specifications. Notes below apply to metal studs shown on structural drawings only. 2. Provide metal studs and track formed from standard commercial steel with a minimum yield point at 33,000 psi and complying with ASTM A568, UBC Chapter 22, Division V and "Specifications for the Design of Cold - Formed Steel Structural Members" of AISI, 1986 edition including 1989 amendments. Provide studs and track with minimum yield point at 50,000 psi for 16 gauge and heavier. 3. Weld studs complying with ANSI /AWS D1.3 and UBC Chapter 22, Division V. Welders shall be certified as required by governing code authority. 4. Provide studs as manufactured by CEMCO Angeles Metal Systems, or approved equal complying with ICBO Evaluation Report No. 3403P. Provide studs of the following section properties: 6" X 18 GA. CEE STUDS Ix (MIN.) = 2750 IN4- Sx (MIN.) = 0.882 INA 10" X 16 GA. CEE JOISTS Ix (MIN.) = 11.57110, Sx (MIN.) = 2.027 INA 6" X 16 GA. CEE STUDS Ix (MIN.) = 3.405 10, Sx (MIN.) = 1.100 INA 5. Provide unpunched 16 gauge track, unless noted otherwise, of dimensions to ensure proper fit of studs. 6. Cut framing components, such as bracing, squarely or at an angle to fit tight against abutting members. Hold members firmly in position until properly fastened. 7. Attach studs using plug, butt or seam welds, unless noted otherwise. Where studs are burned through by welding, provide suitable stitch plate of some gauge. Splices in axial loaded studs or braces are not permitted. Provide butt welds or splices at joints in track. Wire tying of framing components is not permitted. 8. Submit shop drawings to Architect (Structural Engineer) for review. rn m 'm N CQ D a O cu 0 0 m 3 Cn M m 00 m En U .o CL 0 a 0 MASONRY 1. Specified compressive strength of masonry, f'm, shall be as follows: f'm = 1800 psi typical unless noted otherwise. 2. Verify specified compressive strength of masonry in accordance with one of the following methods as defined in UBC Section 2105: masonry prism testing, masonry prism test record, or unit strength method. 3. Special inspection for structural masonry is required per UBC Section 1701 because full allowable stresses are used in design. 4. Provide concrete block of medium weight classification complying with ASTM C90, Grade N-I and UBC Standard 21 -4 attaining a minimum compressive strength as required to meet specified compressive strength of masonry (f'm). 5. Provide mortar complying with ASTM C270, Type S, and UBC Standard 21 -15 attaining a minimum compressive strength at 28 days of 1800 psi. Mix (by volume) in proportions of 1 part Portland cement, 1/2 part lime putty and 3 parts sand. Do not use masonry cement or plastic cement in seismic zones 2 through 4. 6. Provide grout complying with ASTM C476 and UBC Standard 21 -19 attaining a minimum compressive strength as required to meet specified compressive strength of masonry (f'm). Grout compressive strength shall not be less than 2000 psi at 28 days. 7. Provide Portland cement as indicated in Cast -In -Place Concrete section. 8. Provide aggregates for mortar and grout of natural sand and rock complying with ASTM C144 and C404. 9. Provide reinforcing steel as indicated'in Reinforcing Steel section unless noted otherwise. 10. Splice reinforcing steel where indicated. Lap reinforcing steel at splices a minimum of 72 bar diameters, unless noted otherwise. Where clear distance between bars at adjacent splices is 3 inches or less, increase lap length 30 percent unless splices are staggered at least 24 bar diameters. 11. Dowels for walls and columns shall match size and spacing of wall and column reinforcing steel, unless noted otherwise. Set dowels to align with cells containing reinforcing steel. 12. Minimum cover over reinforcing: maintain the following minimum clear distances between reinforcing and face of masonry unless noted otherwise: Reinforcing steel: Walls or columns below grade 2" Walls or columns above grade: exposed to weather 1 1/2" not exposed to weather 3/4" Seismic combs or other mortar jt. reinforcing 5/8" 13. Provide 1" minimum grout cover around reinforcing steel, anchor bolts, inserts, etc., penetrating masonry shell. 14. Set cells in vertical alignment. 15. Grout thickness between masonry units and reinforcing steel shall not be less than 1/2" and between parallel reinforcing steel not less than 1" nor nominal bar diameter. 16. Mechanically vibrate grout in cells. 17. If work is stopped one hour or longer, provide horizontal construction joints by stopping grout 1 1/2" below top of masonry unit. REINFORCING STEEL 1. Provide reinforcing steel complying with ASTM A615, Grade 60. Provide reinforcing steel to be welded complying with ASTM A706, Grade 60. 2. Provide smooth welded wire fabric complying with ASTM A185. Lap fabric 1 -1/2 spaces (12" minimum). Provide deformed wire stirrups, size d4 and larger only, complying with ASTM A497, 3. Splice reinforcing steel where indicated. If splice locations are not specifically shown or indicated, verify splice locations with architect (structural engineer) prior to developing reinforcing steel shop drawings. 4. Lap reinforcing steel at splices to lengths indicated. 5. Minimum clear distances between reinforcing steel, including spliced reinforcing steel, shall be 1" or 1 bar diameter, whichever is greater. 6. Minimum concrete coverage: maintain the following minimum clear distances between reinforcing steel and face of concrete unless noted otherwise: slabs on grade 3" concrete below grade, formed 2" concrete below grade, unformed 3" walls above grade, exposed to weather 2" walls above grade, not exposed to weather in columns (clear to face of ties) 1 -1/2" beams (clear to face of ties) 1 -1/2" structural slabs (top and bottom) 1" 7. Chairs or spacers for reinforcing shall be plastic or plastic coated when resting on exposed surfaces. 8. Provide dowels for walls and columns matching vertical reinforcing size and spacing, unless noted otherwise. 9. Weld reinforcing steel complying with AWS D1.4, except as modified by UBC Standard 19 -2. Do not weld reinforcing steel other than that conforming to ASTM A706. If welding of reinforcing steel other than A706 is desired, submit proposed procedure, indicating conformance to code and requirements of governing code authority, to architect (structural engineer) for acceptance and to governing code authority for approval prior to execution. Welders shall be certified as required by governing code authority. GENERAL NOTES FOUNDATIONS 1. Foundation design is based on recommendations in Geotechnical Report No. 21- 6009 -02A prepared by Kleinfelder, Inc. dated September 3, 1998, and subsequent addenda letters. Perform foundation work complying with report and addenda. Geotechnical report and addenda hereby become part of these contract documents and shall be kept on job site at all times. 2. Foundation design bearing capacity is based on Figures 5.3 -1 and 5.3 -2 with a 50% increase for seismic or wind loading. 3. Design lateral bearing pressure is 300 psf /ft with a 100% increase for factored seismic or wind loading. 4. Design coefficient of friction is 0.43 with a 50% increase for seismic or wind loading. 5. Found footings a minimum of 12 in. below finished subgrade, adjacent grade or finish floor, whichever is lower. 6. Found footings and building slab on grade on compacted fill or undisturbed natural grade as indicated in geotechnical report. 7. Foundation excavations are to be observed by and acceptable to a geotechnical engineer or his representative prior to placement of fill, reinforcing steel, or concrete. 8. Perform filling, backfilling, compaction, etc., as indicated in geotechnical report and only under supervision of a geotechnical engineer or his representative. 9. Do not place backfill behind retaining walls prior to completion and inspection of waterproofing. Adequately shore retaining walls during backfill operation. CAST -IN -PLACE CONCRETE 1. Provide normal weight aggregates of natural sand and rock complying with ASTM C33. 2. Provide Portland Cement conforming to ASTM C150, Type II, and UBC Standard 19 -1, Part I. 3. Provide normal weight concrete (145 pcf) attaining a minimum compressive strength of 3000 psi at 28 days unless noted otherwise. 4. Provide light weight concrete (112 pcf), where specifically indicated, attaining a minimum compressive strength of 3000 psi at 28 days. Provide light weight aggregate of the expanded shale type complying with ASTM C330. 5. Submit concrete design mix data for each type and compressive strength of concrete required signed by and bearing the seal of a registered civil engineer in state to architect (structural engineer). Base design mix on field experience or trial mixtures as stipulated in UBC Section 1905.3. 6. Submit shop drawings to architect (structural engineer) Indicating locations of concrete construction joints for review prior to placing concrete. Locate joints at locations to minimize effects of shrinkage as well as being placed at points of low stress. 7. Slump not to exceed 4 inches. 8. Do not use concrete or grout containing chlorides. 9. Do not embed conduits, pipes, or sleeves other than electrical conduits 1" diameter and smaller in structural concrete except where specifically detailed or accepted by architect (structural engineer). Locate electrical conduit 3" apart minimum and within middle third of member. 10. Form exposed corners of columns, beams, walls, etc., with 3/4 inch chamfers unless detailed otherwise. 11. Provide keys in construction joints unless detailed otherwise. Thoroughly clean, remove laitance and thoroughly wet and remove standing water in construction joints before placing new concrete. At vertical joints, slush with a coat of neat cement before placing new concrete. 12. Roughen concrete surface to a full amplitude of 1/16 inch where masonry walls intersect concrete. 13. Perform concrete work in compliance with ACI 301. 14. Maintain concrete above 50 degrees fahrenheit and in a moist condition for a minimum of 7 days after placement unless otherwise accepted by architect (structural engineer). GENERAL 1. Perform construction and workmanship in compliance with contract documents and 1994 Uniform Building Code (UBC). Seismic zone 4. Design wind speed 80 mph; Exposure C. 2. Governing code authority: Bakersfield Department of Building and Safety. 3. Structural drawings, as part of contract documents, indicate information sufficient to convey design intent. If errors, inconsistencies or omissions are discovered, promptly notify architect (structural engineer) before proceeding with work. 4. No portion of structural related work, including shop drawing development, shall be performed without considering requirements of contract documents in their entirety. For example, refer to mechanical, plumbing and electrical drawings for size and location of openings, penetrations and embedments for ducts, piping, vents, conduits and other items to be incorporated in structural work. 5. Details and schedules indicated as "typical" may not be specifically referenced on drawings. Determine where each typical detail or schedule applies before proceeding with work. If conditions are found which are not specifically detailed and no typical detail or schedule applies, promptly notify architect (structural engineer). 6. Take field measurements and verify field conditions and compare such measurements and conditions with contract documents. If errors, inconsistencies or omissions are discovered, promptly notify architect (structural engineer) before proceeding with work. 7. Contract documents represent the finished structure. Unless otherwise shown, they do not indicate method of construction. Provide construction means, methods, techniques, sequences and procedures as required. Provide adequate excavation procedures, shoring, bracing and erection procedures complying with national, state and local safety ordinances. 8. Observation visits to site by field representatives of architect (structural engineer) do not include inspections of construction means and methods. Observations performed by architect (structural engineer) during construction are not continuous and detailed inspection services which are performed by others. Observations performed by architect (structural engineer) are performed solely for the purpose of determining if contractor understands design intent conveyed in contract documents. Observations do not guarantee contractor's performance and are not to be construed as supervision of construction. 9. Modifications or substitutions: design, materials, equipment and products other than those indicated or specified may be considered for use provided a written request, subject to review, is submitted to owner, architect (structural engineer) and governing code authority prior to its use or inclusion on any shop drawing. 10. Shop drawing submittals: A. Review and stamp shop drawings prior to submission to architect (structural engineer). Review for completeness and compliance with contract documents. B. Submit shop drawings to architect (structural engineer) as indicated or specified for review and acceptance prior to fabrication. Review will be for general conformance with design intent conveyed in contract documents. C. When an engineer is required to sign and stamp shop drawings and calculations, ensure seal indicates engineer as registered in state where project site occurs. D. Shop drawings are not a part of contract documents. Therefore, architect's review does not constitute an authorization to deviate from terms and conditions of the contract. E. Shop drawings will be rejected for incompleteness, lack of coordination with other portions of contract documents, lack of calculations (if required), or where modifications or substitutions are indicated without prior review per paragraph above. F. Submit shop drawings and calculations to governing code authority when specifically indicated or requested. G. Maintain a copy of all shop drawings accepted by architect (structural engineer) at site during construction period. H. Structural engineer requires 10 working days after receipt of shop drawings and calculations for processing. 11. Brace piping and ducts complying with latest edition of "Guidelines for Seismic Restraints of Mechanical Systems" by the Sheet Metal and Air Conditioning Contractors National Association. 12. Install and anchor mechanical and electrical equipment to structure complying UBC section 1630 including table 16-0. Isolators, fasteners and any other element providing stability for equipment shall be approved by ICBO or equivalent testing procedure and be capable of transmitting code required lateral loads but in no event less than a lateral load equivalent to at least 0.3 x operating weight of equipment. Provide suspended equipment with approved lateral or sway bracing. aim & SABOL Consulting Structural Engineers, Inc. 2116 Arlington P 323.733.2640 Avenue F 323.733.8682 Los Angeles, CA 90018.1398 Amtra Statio C") , Bakersfield, CA S 3175 0' ip 03 -31-01 OF CALF 0� 2ND BID SUBMITTAL 6 -22 -99 BID SUBMITTAL 3 -15 -9 BUILDING DEPARTMENT SUBMITTAL 3 -02 -9 50% CONSTRUCTION DOCUMENTS 2 -15 -9 100% DESIGN DEVELOPMENT ['2-18-9E SCHEMATIC DESIGN SUBMITTAL 9 -25 -98 No. DewrWbn Date Key Pion to be developed Sheet 7ft GENERAL NOTES DR% 9 -25 -98 So" N.T.S. Pr0im Limber 98 -G178 = Fee S11 street ON." Simi ?. ` /,? CJ GENERAL NOTES STRUCTURAL OBSERVATION (CONT.) QUALITY ASSURANCE STRUCTURAL STEEL (CONY.) STRUCTURAL STEEL 5. The structural observer shall prepare a report for each 1. Testing laboratory shall submit reports indicating results and observations of tests and inspections and C. Inspections 1.1. STRUCTURAL STEEL: Material, Fabrication, and Erection significant stage of construction observed. The original stating compliance or noncompliance with contract 1. Inspection: The following requirements shall A. Materials of the observation report shall be sent to the building documents to architect (structural engineer) and, upon apply to welding inspections performed for the 1. Provide structural steel complying with UBC inspector's office and shall be signed and sealed (wet stamp) by the request, to governing code authority. Contractor shall project. a. The lead welding inspector shall be a Standard 22 -1 and the following ASTM Standard Specifications, unless noted otherwise: responsible structural observer. One copy of the observation report shall be attached to the reimburse owner for costs related to tests and inspections of unidentifiable materials or Certified Welding Inspector (CWI) per AQC -QC- All structural steel unless noted below... approved plans. Copies of the report shall also be given to the owner, deputy materials furnished without certified laboratory test reports, 1 Standards, shall be approved by the Structural Observer and certified by the ASTM A36 Structural steel noted thus (65) or (50) contractor, and inspector. materials found deficient after initial tests and inspections, or materials replacing deficient materials, Building Official as a registered deputy ASTM A913(65 ksi) or ASTM A572 GR 50(50 ksi) 6. A final observation report must be submitted which shows See specifications for additional test and inspection inspector for structural steel welding (ICBO Pipes that all observed deficiencies were resolved and the requirements. certification and shall possess a minimum ) ASTM A53, Grade 6(35 ksi) structural system generally conforms with the approved level of UT Level II certification. Other Tubes plans and specifications. 2. Provide cement, aggregates, reinforcing steel, welding inspectors performing visual ASTM A500, Grade B(46 ksi) structural steel, high- strength bolts, open -web steel inspection under the supervision of the lead Anchor bolts 7. The structural observer shall send the original report joists, etc., from identifiable tested stock. Submit welding inspector shall possess ICBO ASTM A449 to the Bakersfield Department of Building and Safety. certified laboratory test reports to architect Certification, and persons performing Threaded round stock (structural engineer) and, upon request, to governing nondestructive testing shall possess UT Level ASTM A36 code authority. If materials cannot be identified or if II certification. Not more than four Reinforcing steel certified laboratory test reports cannot be made non -CWI inspectors shall be under the See reinforcing steel section. available, testing laboratory will perform tests to supervision of a CWI. b. All welding shall be inspected visually as Furnish readily identifiable structural determine conformance with contract documents as required by AWS D1.1 Section 6.9 and Table steel in compliance with UBC Section 2202.2. directed by architect (structural engineer). 6.1. 2. Use of dual grade (ASTM A36/A572 GR 50) steel is acceptable except for seismic resisting frame 3. Testing I.aboratory shall provide special inspection, members. complying with UBC Section 1701 (unless otherwise noted), for the following: METAL DECKING B. High Strength Bolts: A. Concrete and reinforcing steel where specified 1. Provide high strength bolts, nuts and washers concrete compressive strength is greater than 2500 1. Provide metal decking by manufacturer(s) indicated on complying with ASTM A325 unless noted otherwise. psi drawings. All high strength bolts shall be bearing type B. Bolts installed in concrete with threads included in shear plane (A325 -N), C. Masonry including testing required to verify 2. Mechanical Well Floor Decking: unless noted otherwise. Provide slip-critical specified compressive strength (f'm) as stipulated A. Provide metal floor decking and closure angles high strength bolts (A325 -SC) for all special in UBC Section 2105 complying with ASTM A446, Grade A, with a minimum moment frame beam -to- column connections. D. Welding including shear studs yield of 33,000 psi and galvanized with G60 2. Assemble high strength bolts in compliance with E. High- strength bolts commercial coating complying with ASTM A525. "Specification for Structural Joints Using ASTM F. Spray - applied fireproofing B. Form floor decking with integral locking lugs or A325 or A490 bolts; UBC Chapter 22, Division IV; embossments to provide a mechanical lock between and UBC Standard 22 -1. 4. Testing laboratory shall review concrete mix design data concrete and decking. 3. Tighten A325 -N bolts to a snug tight condition. and shall perform the following concrete tests at C. Shear studs: Tighten A325 -SC bolts to at least the minimum frequency indicated in UBC Section 1905.6: 1. Provide shear studs complying with ASTM A108, tension specified in the referenced standard A. Slump tests in compliance with ASTM C143. Grade 1015 or 1020. using one of the following tightening methods: B. Prepare four test cylinders for compressive strength 2. Provide 3/4" diameter shear studs on all floor turn -of -nut, calibrated wrench or direct tension testing in compliance with ASTM C39, ACI 318 and UBC beams and girders. Position studs in a single indicator tightening. Section 1905.6. Test one cylinder at 7 days after row over center of member web unless noted deposit, two cylinders at 28 days after deposit and otherwise. C. C Fabricate and erect structural steel in compliance retain remaining cylinder for tests until completion 3. Space shear studs 012" o/c maximum unless noted with 1993 Edition and Supplement No. 1 dated of project. Determine concrete compressive strength otherwise on plan as follows: December 1, 1993 of AISC "Load and Resistance Factor at 28 days based on average of two cylinders tested. ( # ) indicates number of equally Design Specification for Structural Steel Buildings" C. Prepare an additional cylinder for post- tensioned spaced studs in full length and UBC Chapter 22, Division VIII. concrete to be tested for compressive strength at 3 of member. days after deposit. D. ( # / # / # ) indicates number of equally D. s rayed fireproofing over structural Entrained air content in compliance with ASTM C231 P spaced studs between with Mono K6 /CBF or MK6 /ED as actured by for air entrained concrete. adjacent points of W.R. Grace and as a b e 5. Testing laboratory shall perform the following tests for concentrated loads. 4. Weld shear studs in compliance with AWS D1.1. Evaluation Report No. orly fire u re resistive requirements s e determin 'ng Table 6 -A of full and partial penetration groove welds in structural Welders shall be certified as required by the the UBC uilding types of construc as steel: A. Ultrasonically test welded full penetration governing code authority. Fasten with an automatic end weld ated on architectural drawings. groove welds as stipulated in UBC Section 1703.1. gun. 5. Do not lap 18 gauge decking or thicker where E. Building structural steel is designed for unshored 6. Testing laboratory shall proof test 50% of anchors (both 3/4" diameter shear studs are to be attached to construction unless noted otherwise. supports. drilled -in or epoxy types) to 2 times allowable tension D. Decking designed for unshored construction to F. Submit shop drawings to Architect (Structural value for bolts of some diameter. Test alternate bolts maximum spans indicated. If conditions occur where Engineer) for review and, upon request, to Building in any group arrangement. Failures require testing of spans exceed maximum, provide adequate shoring or Official. immediate adjacent bolts. heavier gauge decking; the latter subject to review by architect (structural engineer). 2. Welding A. Basic Requirements 3. Roof decking: 1. Weld structural steel in compliance with A. Provide metal roof decking and closure angles ANSI /AWS D1.1 and AISC "Specification ", Chapter STRUCTURAL OBSERVATION complying with ASTM A446, Grade A, with a minimum J. Welders shall be certified as required in the yield of 33,000 psi and galvanized with G60 plans and by Governing Code Authority. Welding 1. Structural observation is required for the structural commercial coating complying with ASTM A525. shall be done by electric arc process using low - system in accordance with UBC Section 1702. Structural B. Roof decking is designed for unshored construction. hydrogen electrodes whose specified tensile observation is the visual observation of the elements C. Do not suspend piping, ducts, work utilities or strength is not less than 70 ksi unless noted 9 and connections of the structural system at significant other loads with exception of suspended acoustical otherwise, and 80 ksi for all ASTM 913 steel. construction stages and the completed structure for ceilings with integrally supported light fixtures Perform welding of full penetration groove general conformance to the approved plans and from roof decking. Submit methods of support from welds b technicians and fabricators Y approved by specifications. Structural observation does not waive roof framing for loads other than acoustical the Buildin g Official. the responsibility for the inspections required of the ceilings to architect engineer). 9 (structural en ineer fillet 2. Unless a larger size fillet weld is indicated, Building Inspector or the Deputy Inspector. provide minimum size weld per AISC "Specification" 4. Provide closure angles at openings for mechanical Section J2 and Table J2.5. 2. The owner shall employ a civil or structural engineer or equipment, ducts, piping, vents, conduits, etc., 3. No attempt has been made to differentiate architect to perform the structural observation. The including those not shown on structural drawings. between shop and field welded connections. engineer or architect shall be registered or licensed in Closure angles shall be 18 gauge and be welded to 4. Filler metal for complete and partial penetration the state of California. The Department of Building and decking, unless detailed otherwise. groove weld shall be capable of delivering a Safety recommends the use of the engineer or architect minimum of 20 fr -lbs at -20'F as measured by a responsible for the structural design when they are 5. Bear decking at least 2 inches at supports. Lap decking Charpy V -notch test in accordance with the independent of the contractor. •. at ends at least 2 inches and center laps over supports. applicable AWS filler metal specification. 3. The owner or owner's representative shall coordinate and 6. Weld metal decking in compliance with ANSI /AWS D1.3 and B. Project Welding Requirements call for a meeting between the engineer or architect UBC Chapter 22, Division V using a minimum of E60XX 1. The project welding requirements shall apply to responsible for the structural design, structural electrodes. Welders shall be certified as required by all shop and field welds. observer, contractor, affected subcontractors and deputy the governing code authority. 2. A meeting shall be held with the Architect inspectors. The purpose of the meeting shall be to (Engineer), the Inspector, and the contractor's identify the major structural elements and connections 7. Screed concrete parallel to metal decking to thickness personnel supervising the shop and field welding that affect the vertical and lateral load systems of the indicated on drawings. activities prior to any fabrication to review structure and to review scheduling of the required connection details, welding procedures, and observations. A record of the meeting shall be included 8. Submit complete metal decking shop drawings to architect ins e inspection requirements. in the first observation report submitted to the (structural engineer) for review. 3. The Inspector shall verify compliance with the building inspector. approved Project Welding requirements. Any deviation or lack of compliance with the 4. The structural observer shall perform site visits at approved requirements shall be reported those steps in the progress of the work that allow for immediately to the Architect (Engineer) and correction of deficiencies without substantial effort or Contractor. uncovering of the work involved. At a minimum, the 42.Project welding requirements shall be submitted following significant construction stages require a site to the Architect (Engineer) for review prior to ( visit and an observation report from the structural the commencement any welding. observer: 53.In addition to requirements described elsewhere in the Contract Documents, the approved project CONSTRUCTION STAGES ELEMENTS /CONNECTIONS TO BE welding requirements shall, at a minimum, OBSERVED consist of the following, (refer to AWS D1.1 Annex H): A. Foundation Foundation Reinforcing Steel a. Welding Procedure Specification (WPS) for B. Masonry Reinforcing Steel and Grout each weld and position as required by AWS Vibrating C. Steel Studs Plywood Screws D1.1 (Section 3.6 and Section 4, Part B) and signed by a registered professional engineer D. Structural Steel Truss Supports and Truss Bracing in California retained by the Contractor. E. Structural Steel Metal Deck Welding b. Supplemental welding procedure. c. Shop drawings that reference the appropriate WPS for each weld required for each connection and required supplemental welding procedure. d. Welder performance qualifications approved by the Deputy Inspector. e. Qualification by testing of any welding procedure that is not pre - qualified per AWS D1.1 (Section 3.1 and 3.2.1) PMJM &SABOL Consulting Structural Engineers, Ina 2116 Arlington P 323.733.2640 Avenue F 323.733.8682 Los Angeles, CA 90018.1398 Amtrak ���� 0 ���5 �NDR /,1 Sao 3175 0 Station 3 1 OF CALO��� Bakersfield CA 2ND BID SUBMITTAL 6 -22 -99 BID SUBMITTAL 3 -15 -9 BUILDING DEPARTMENT SUBMITTAL 3 -02 -9 50% CONSTRUCTION DOCUMENTS 2 -15 -9 100% DESIGN DEVELOPMENT 2 -18 -9 SCHEMATIC DESIGN SUBMITTAL 9 -25 -98 Nm Deecxip*m Date Kay PMn to be drido wl! 81�srt 11tlr _ GENERAL NOTES Data Sorb - 9- 25- 98 N.T.S. Projed No" = Fk 98 -G178 S11A &Ieo MEOW S1n1A c 40d 40d KEY 1 "X31/ " 24" MIN. 24" MIN. CONTIN000i- c-ALTERNATE BEND 2 - #5 MINIMUM OR � = 2 - #5 MINIMUM OR MATCH WALL VERTICALS, MATCH WALL VERTICALS, WHICHEVER IS GREATER WHICHEVER IS GREATER FACE OF CONCRETE COLUMN OR WALL -� 1" Q:. MASONRY WALL AT CORNER INTERSECTION CONCRETE COLUMN OR WALL NOTES: 1. PROVIDE HE FOLLOWING MINIMUM REINFORCING IN CONCRETE BLOCK WALLS UNLESS NOTED OTHERWISE. A. 6" CONCRETE BLOCK #4 ® 24 EACH WAY C. 12" CONCRETE BLOCK B. 8" CONCRETE BLOCK #5' 0- 16 EACH WAY #5 ® 16 EACH WAY 2. GROUT ALL CELLS SOLID UNLESS NOTED OTHERWISE. TCA1101 TYPICAL CONCRETE WALL REINFORCING AT INTERSECTIONS 4 0 SEE ARCHITECT FOR I SIZE AND LOCATION 2 - #3 CONTINOUS WHERE OF CURBS CURB OCCURS 00 � � 1 t #3 018 DOWELS 2t ® CURB )o CURB AND SLAB DEPRESSION E FINISH ; 2 - #3 CONTINUOUS GRADE SEED FOR SIZE & REINF. LONGITUDINAL CONSTRUCTION JOINT ® 60' -0" o.c. MAX.---,, TRANSVERSE CONSTRUCTION JOINT 0120'- 0 "o.c. MAX.- CONTROL JOINT PERPENDICULAR CONSTRUCTION J 030' -0" o.c.MAX. PLASTIC SHEATHING j� NOTES: 1. FOR SLAB ON GRADE THICKNESS, REINFORCING AND PREPARATION SEE P�j RADE 2. FOR LOCATION OF EXPANSION JOINTS & CONTROL JOINTS SEE ARCHITECTURAL. 9" EDGE OF SLAB D 1/4 GAP FILL GAP WITH FIBEROUS EXPANSION MATERIAL --\ 5/g 0 SMOOTH STEEL ROD 012"o.c. PLACED IN "SPEED DOWEL" SLEEVE 5/p SMOOTH S 012 "o.c. PLACE[ "SPEED DOWEL" L. 9" 9" EXPANSION JOINT C TYPICAL SLAB ON GRAD MN PLAN OF z )TING w J +' w °w V) = U V) PER SCHEDULE r- WR M SLAB ON GRADE POUR IN STRIPS 60' -0" WIDE MAXIMUM, CONTINUOUS POUR "STRAIGHTLINE" TYPE PLASTIC CONTROL JOINT OR SAWCUT. SAWCUT WITHIN 24 HOURS OF CONCRETE POUR. d y - - -. -- - - -I.. - - - -- t SIZE �- CUT EVERY OTHER BAR ® SAWCUT LOCATION CONTROL JOINT OB CONSTRUCTION JOINT A TC301 E D ETAI LS 3 FOOTING SCHEDULE MARK t SIZE REINFORCING REMARKS 0.60 0.79 2'- 0 "x2' -0" (3)#5 E.W. 1.56 F2 1'_4" 2'- 9 "x2' -9" (3) #5 E.W. SCHEMATIC DESIGN SUBMITTAL 9 -25 -98 3'- 6"x3' -6" (4) #5 E.W. Date 4'- 0 "x4' -0" (5)#5 E.W. F5 3' -0" 6'- 0"x10' -0" #5 012 E.W. F6 1,_9" 5'- 0"x5' -0" (6) #5 E.W. 0.375 0.500 2'_C 5'- 0"x8' -0" #5 012 E.W. 1.000 F8 2_C► 7'- O "x7' -O" (8) #6 E.W. >- ° F9 2'_6" 5' -0 "x1 1' -0" (6) #6 SHORT SID (9) #5 LONG SIDE #10#11 2'_0" 5'- 0 "x6' -0" (6) #6 SHORT SID �Wz U (7) #5 LONG SIDE F11 2,-Ow 4'- 0"x9' -0" #5 012 SHORT SIDE > co O�O� -- #6 012 LONG SID 2'_3" 4'- 9 "x4' -9" (5) #6 E.W. 2,_0" 3'- O "x8' -0" #4 012 SHORT SIDE W ° TOP BOT #6 012 LONG SID BOT PAD FOOTING SCHEDULE BASE PLATE SCHEDULE' MARK DIMENSION 2 THICKNESS ANCHOR UPLIFT R REMARKS BOLTS OA 14 "x14" 1" (4)7/g sis 14 "x3 "x3/4 SEE 1/S1.4 FOR UPLIFT R O 16 "x16" 1" (6)7/g'0 16"x3 "x3 // SEE 1/S1.4 FOR UPLIFT R OC 18"x18" 13/47 (8)7/g "0 18"x3 "x3 /47 SEE 1/S1.4 FOR UPLIFT R O 20 "x20" 13/4 (8)7/g "O 18 "x3 "x3/4 SEE 1/S1.4 FOR UPLIFT R EO 16" X1 6" 3// (6)3/40 - - NOTE: 1. FOR PIPE AND TUBE COLUMNS BASE R'S SEE 1/S1.3 2. EXTEND BASE R AS REQ'D TO WELD BRACE WELD BRACE' FRAME R. 2 LCC db 2" CLR. CONFINED COORE OF A COLUMN OR BOUNDARY ELEMENT FACE OF CONC. + OR POUR JOINT ® STANDARD HOOK db OUTSIDE FACE FACE OF OF CONFINING + CONCRETE TIES 0 SEISMIC I I 21/2" 4db 4db #3 THRU #8 MIN. 5 db #9, #10 AND #11 EMBEDMENT LENGTH NOTES: 1. ALL HOOKED BARS SHALL EXTEND AS FAR AS POSSIBLE TO THE OPPOSITE FACE WITH A MINIMUM 2" END COVER AND EMBEDMENT NOT LESS THAN THE SCHEDULE. 2. MINIMUM SIDE COVER = 21/2 3. FOR WALL FOOTING DOWEL EMBEDMENT LENGTHS SEE "TYPICAL CONCRETE WALL DOWEL EMBEDMENT AND LAP SCHEDULE" STANDARD HOOK DETAILS 1.6 OUTSIDE - OUTSIDE FACE OF TIE FACE OF TIE NOTES: 1. STRAIGHT BARS TERMINATED AT A JOINT SHALL PASS THROUGH THE CONFINED CORE OF A SEISMIC COLUMN OR BOUNDARY ELEMENT. ANY PORTION OF THE .STRAIGHT EMBEDMENT NOT WITHIN THE CONFINED CORE SHALL BE INCREASED BY A FACTOR OF 1.6. STRAIGHT BARS AT A JOINT (SEISMIC ONLY) REINFORCING EMBEDMENT NOTES 1. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CAST BELOW HE BARS. 2. BOTTOM BARS ARE ALL VERTICAL BARS AND HORIZONTAL BARS WITH LESS THAN 12" OF CONCRETE CAST BELOW HORIZONTAL BARS. 3. FOR LIGHTWEIGHT CONCRETE MULTIPLY THE LENGTHS IN THE SCHEDULE BY 1.3. 4. FOR GRADE 75 REINFORCING MULTIPLY THE LENGTHS IN THE SCHEDULE BY 1.25. 5. FOR 3 BAR BUNDLE MULTIPLY THE LENGTHS IN HE SCHEDULE BY 1.20. FOR 4 BAR BUNDLE MULTIPLY THE LENGTHS IN THE SCHEDULE BY 1.33. 6. FOR BUNDLED BARS, AN EFFECTIVE BAR DIAMETER SHALL BE USED FOR DETERMINING COVER AND SPACING LIMITATIONS. A. FOR 2 BAR BUNDLE dbe= 1.60 (BAR AREA) B. FOR 3 BAR BUNDLE dbe= 1.95 �R RA�EA) C. FOR 4 BAR BUNDLE dbe= 2.26 (BAR ARE ) TC201 TYPICAL STRAIGHT AND HOOKED EMBEDMENT LENGTH SCHEDULE 1 ProNot � :rJ: �•:: r: & SABOL Consulting Structural Engineers, Ina 2116 Arlington P 323.733.2640 Avenue F 323.733.8682 Los Angeles, CA 90018.1398 5 NDR � Amtra . s 3175 n Station * Exp. � °* `r �I CTU����\� OF CAI�f Bakersfield„ CA AREA (Sq.ln.) 0.11 0.20 0.31 0.44 0.60 0.79 1.00 1.27 1.56 BAR 100% DESIGN DEVELOPMENT 2 -18 -9 SCHEMATIC DESIGN SUBMITTAL 9 -25 -98 No. Desc rkyft Date DIAMETER db 0.375 0.500 0.625 0.750 0.875 1.000 1.128 1.270 1.410 Wz Oa- >- ° z O a_ W �3of � 9 #10#11 i W �Wz U > co O�O� -- ° U W ° TOP BOT TOP BOT TOP BOT TOP BOT TOP BOT TOP BOT TOP BOT TOP BOT TOP BOT COVER 3000 16 12 18 14 22 17 26 20 38 29 43 33 49 38 55 42 61 47 AND 1 CLEAR 4000 16 12 16 12 19 15 23 18 33 25 37 29 42 33 47 37 53 41 SPACING z Z4db 5000 16 12 16 12 17 13 20 16 29 23 34 26 38 29 43 33 47 36 Ld 0 3000 22 17 29 22 36 28 43 33 63 48 72 55 81 62 91 70 101 78 W 4000 19 15 25 19 31 24 37 29 54 42 62 48 70 54 79 61 87 67 m 2 ALL OTHERS U-1 z 5000 17 13 23 17 28 22 34 26 49 38 56 43 63 48 71 54 78 60 z COVER 3000 ����� 54 41 6 4 50 94 7 2 107 83 121 9 3 136 105 151 116 W <db F- 3 OR CLEAR 4000 36 56 43 81 63 93 72 105 81 118 9 1 131 1 1 0 SPACING 2 ..... c� <2d b 5000 ...... 42 32 50 39 73 56 83 64 94 72 105 81 117 90 :.30 z;..::. >...22:;: v BEAR 3000 23..:.:;.:- 16:.;;:.;: 37 27 45 32 52 37 59 43 67 48 75 54 84 60 U) ANCHORED Cf) IN SEISMIC FRAME COL 4000 21 15 26 19 32 23 39 28 45 32 52 37 58 42 65 47 73 52 W OR SHEAR 0 WALL BOUNDARY BOU 5000 21 15 23 17 29 1 21 35 25 40 29 46 33 52 37 59 42 65 47 ° 3000 6 8 10 12 14 16 18 20 22 w o zz ALL OTHERS 4000 6 7 9 10 12 14 15 17 19 0 W m cn 5000 6 6 8 9 11 12 14 16 17 W U HOOK 3000 6 9 11 13 15 17 19 22 24 _ ANCHORED Y IN SEISMIC O O "' L 4000 6 8 10 11 13 15 17 19 21 w OR SHEAR _ WALL BOUNDARY 5000 1 6 7 9 10 12 14 15 17 19 TC201 TYPICAL STRAIGHT AND HOOKED EMBEDMENT LENGTH SCHEDULE 1 ProNot � :rJ: �•:: r: & SABOL Consulting Structural Engineers, Ina 2116 Arlington P 323.733.2640 Avenue F 323.733.8682 Los Angeles, CA 90018.1398 5 NDR � Amtra . s 3175 n Station * Exp. � °* `r �I CTU����\� OF CAI�f Bakersfield„ CA Key Pon to be dr4dw d BheeR 711M 2ND BID SUBMITTAL 6 -22 -99 ON" N.T.S. BID SUBMITTAL 3 -15 -9 8hsst Number S1.2 BUILDING DEPARTMENT SUBMITTAL 3 -02 -9 50% CONSTRUCTION DOCUMENTS 2 -15 -9 100% DESIGN DEVELOPMENT 2 -18 -9 SCHEMATIC DESIGN SUBMITTAL 9 -25 -98 No. Desc rkyft Date Key Pon to be dr4dw d BheeR 711M TYPICAL DETAILS Dais 9 -25 -98 ON" N.T.S. Prollsot MO." 98 -G178 Cm Fb S12 8hsst Number S1.2 C/. y. / .33 v 3' a. TYP.- d Z g lb xd, a' M d d . 101z - i d a ATYPICAL PIPE SLEEVE 2" LARGER THAN PIPE PIPE FOOTING PIPES THRU FOUNDATION THIS CONCRETE MUST BE PLACED BEFORE FOOTING PIPE WIDTH OF TRENCH IS "D" + 1' -6" PIPE TRENCH SHALL BE LOCATED SO THAT FOOTINGS WILL NOT BE UNDERMINED 0 7.1N. FOOTING d d z - NO EXCAVATION ALLOWED BELOW THIS LINE PIPE AND TRENCH AT FOUNDATION TCF141 TYPICAL PIPE THRU FOUNDATION DETAILS 4 TOP TRACK, FOR CONNECTION SEE TYPICAL NON— BEARING WALL CONNECTION DETAIL LAP EA. LINTEL TO JAMB W/ (3) — #8 SCREWS ® 4" DEEP LINTELS AND (4) — #8 SCREWS SYMMETRICAL 0 6" DEEP LINTELS PROVIDE DBL. JAMB STUDS 20GA. FOR LINTEL SPANS UP TO 6' -0 "; AND 16GA. FOR LINTEL SPANS 6' -0" AND GREATER _ OR STUD) ®GDOOR TRACK LINTEL BEAM OPENINGS ONLY SEE SCHEDULE A STEEL STUDS FOR SIZE AND SPACING SEE SCHEDULE BOTTOM TRACK, FOR CONNECTION SEE TYPICAL NON— BEARING WALL CONNECTION DETAIL II II 16GA. CONT. TRACK ® SILLS ELEVATION 0 EACH LOW 2 FLUTE (2 PER FLUTE) 0 EACH END ® EACH R 3 OF PLATE rJ (2 PER R) (2 PER 1 -12 O FASTENER ® 36 "o.c. SEE SCHEDULE 11/2 HILTI DNI 37 P8 POWDER DRIVEN — O FASTENER ® 24 "o.c. O BOTTOM OF LINTEL HILTI DNI 37 P8 POWDER DRIVEN 20 O MIN. 30' -0" O#10 SHEET METAL SCREW O#12 1/8 6 ENDS 1�8 1 -12 STUD - k-111 ® BOTH 4, EACH SIDE 4, EACH SIDE 2 EACH SIDE EEACH SIDE 4 EACH SIDE 4, EACH STUD 0 EACH STUD 0 � EACH STUD 0 R16GAX3X1' -3" 0 16' o.c. 18GA. METAL —LITE SLOTTED TOP TRACK STUD PERPENDICULAR STUD PARALLEL STUD PARALLEL TO STEEL DECK TO STEEL DECK TO STEEL DECK BETWEEN FLUTES ON FLUTE STUD TO DECK DETAIL. B 1:Z�IrIi 7�iL;ISL` TYPICAL FOR METAL STUD & TRACK TYPE SEE WALL SECTIONS _;00 . AND METAL STUD EACH SIDE SCHEDULE Q EACH STUD SINGLE STUD TO BOTTOM TRACK STUD TO SLAB DETA L A NOTES: 1. FOR STEEL STUD AND TRACK TYPE, SEE PLANS, SECTIONS AND METAL STUD SIZE SCHEDULE. 2. FOR METAL STUD FASTENERS, SEE METAL STUD FASTENER SCHEDULE. METAL STUD FASTENER SCHEDULE SPAN FASTENERS 4" MARK SIZE AND SPACING REMARKS TYP 1/8 1 -12 O FASTENER ® 36 "o.c. SEE SCHEDULE 16GA. UNPUNCHED HILTI DNI 37 P8 POWDER DRIVEN — O FASTENER ® 24 "o.c. O BOTTOM OF LINTEL HILTI DNI 37 P8 POWDER DRIVEN 20 O 0 BOTH 30' -0" O#10 SHEET METAL SCREW O#12 1/8 6 ENDS 1�8 1 -12 STUD ® BOTH 4, EACH SIDE 4, EACH SIDE JAMB EACH STUD D ETAI L A EACH STUD � �.•,.. • e _.; ; _ - =ice ��. BOX STUD TO BOTTOM TRACK STUD TO SLAB DETA L A NOTES: 1. FOR STEEL STUD AND TRACK TYPE, SEE PLANS, SECTIONS AND METAL STUD SIZE SCHEDULE. 2. FOR METAL STUD FASTENERS, SEE METAL STUD FASTENER SCHEDULE. METAL STUD FASTENER SCHEDULE SPAN FASTENERS 4" MARK SIZE AND SPACING REMARKS >8'- 0 "- 510' -0" HILTI DNI 37 P8 POWDER DRIVEN SIZE AND SPACING O FASTENER ® 36 "o.c. SEE SCHEDULE 16GA. UNPUNCHED HILTI DNI 37 P8 POWDER DRIVEN — O FASTENER ® 24 "o.c. O BOTTOM OF LINTEL HILTI DNI 37 P8 POWDER DRIVEN 20 O FASTENER ® 6"o.c. 30' -0" O#10 SHEET METAL SCREW O#12 SHEET METAL SCREW TYP. 1/8 V1 -12 TYPICAL NON - BEARING /NON -SHEAR WALL LINTEL SCHEDULE U.N.O. SPAN EACH SIDE OF JAMB 4" 2 -4 "X16 GA. METAL CEE STUDS 1/$ 1 -12 STEEL STUDS FOR >8'- 0 "- 510' -0" ® BOTH SIZE AND SPACING — 1/8 6 ENDS SEE SCHEDULE 16GA. UNPUNCHED — — TRACK TOP AND JAMB AT O BOTTOM OF LINTEL EXTERIOR LINTEL SPAN 20 21' -6" > 6' -d' ONLY 30' -0" LINTEL MEMBERS SEE SCHEDULE TYP. 1/8 V1 -12 1�8 1 -12 STUD ® BOTH WIDTH 1�8 6 ENDS DOUBLE JAMB DETAIL @ D ETAI L A LINTEL SCHEDULE U.N.O. SPAN LINTEL SIZE 4" 2 -4 "X16 GA. METAL CEE STUDS >6'- 0 "— :o' -0" 2 -6 "X18 GA. METAL CEE STUDS >8'- 0 "- 510' -0" 2 -6"X16 GA. METAL CEE STUDS END BEARING PLATE O BASE BEARING PLATE O �.'�011; OOF SIDE INTERMEDIATE BEARING PLATE 2"27 I BASE PLATE O T_% W/4 -3/4 "0 ANCHOR BOLTS 1" GROUT 0 METAL STUD ® 16 "o.c.(U.N.O.) 0 PER TABLE BELOW. PROVIDE BRIDGING ® 4' -0" O.C. OR X01 PER MANUFACTURER WHERE GYPSUM BOARD IS NOT APPLIED A I 0 TO BOTH SURFACES. 0 0 TOP OF SLAB METAL STUD ELEVATIO METAL STUD SIZE GAUGE 35/8" 4" 6" 8" 14 27' -0" 29' —S' — — 16 25' -3" 27' -4" — — 18 23' -8" 25' -6" — — 20 21' -6" 23' -3" 30' -0" 30' -0" NOTES: 1. MAXIMUM STUD HEIGHT "H" FOR STUDS ® 16" 0. C. 2. SEE ARCHITECTURAL FOR OTHER CONDITIONS. HANGER O 3' BEAM TO HANGER A TSW 101 NOTES: 1. SEE PLAN FOR TUBE OR PIPE SIZES. 2. ALL TUBE AND PIPE BEARING PLATES SHALL BE /2" THICK UNLESS NOTED OTHERWISE ON PLAN OR SECTION. 3. ALL BEARING PLATES SHALL BE AS WIDE AS SUPPORTING SURFACE AND SHALL BE 1" MINIMUM WIDER ON EACH SIDE OF THE TUBE OR PIPE. 4. ALL WELDS SHALL BE 1/4 FILLET U.N.O. 5. ALL BOLTS SHALL BE 3/470 A325 —N U.N.O. 6. ALL STIFFENERS AS SHOWN IN DETAILS SHALL BE /q' THICK. 7. ALL SHEAR PLATE CONNECTIONS AS SHOWN IN DETAILS SHALL BE ATTACHED BY SLOTTING THE TUBE OR PIPE. IN SINGLE BEAM CONNECTIONS THE SHEAR PLATE EXTENDS 1" PAST THE BACKSIDE OF THE TUBE OR PIPE. � "O ERECTION ILT 3 X0, " BEARING R SIZE A. . SIDE —6 IN LIEU OF TYP. r EXAMPLE FOR SHEAR R, WELDS AND AND FASTENERS, SEE TYPICAL BEAM CONNECTION SCHEDULE TSW102 TSC301 TYPICAL NON - BEARING /NON -SHEAR METAL STUD WALL TYPICAL PIPE AND TUBE COLUMN DETAILS 1 FRAMING AT OPENING DETAIL 3 A moo & SABOL Consulting Structural Engineers, Inc. 2116- Arlington P 323.7331640 Avenue F 323733.8682 Los Angeles, CA 90018.1398 8D �9 �✓ Amtrak ,s io 3175 9Q rn s9 RUV��tO���Q Stat f7F CAl \4 Bakersfleld, CA 2ND BID SUBMITTAL 6 -22 -99 BID SUBMITTAL 3 -15 -9 BUILDING DEPARTMENT SUBMITTAL 3 -02 -9 50% CONSTRUCTION DOCUMENTS 2 -15 -9 100% DESIGN DEVELOPMENT 2 -18 -9 SCHEMATIC DESIGN SUBMITTAL 9 -25 -98 No. Description Date Kam► PUn to be of emmp sh 7ft TYPICAL DETAILS mm sow* — 9 -25 -98 N.T.S. Prolsot Nuisw GAD Fb 98 -G178 S13 S1m3 W J W m U TOP OF J AT ROOF COLUMN -lot o FL Z Lu 000 2ND BID SUBMITTAL 6 -22 -99 — — L " L" BID SUBMITTAL 3 -15 -9 SEE COLUMN SEE COLUMN STIFFENER R� /4 3"0 GROUT HOLE SCHEDULE 3"0 GROUT HOLE SCHEDULE BUILDING DEPARTMENT SUBMITTAL 3 -02 -9 EACH SIDE U.N.O. () �N 11 FOR SIZE AND NUMBER I 50% CONSTRUCTION DOCUMENTS 2 -15 -9 FOR COLUMN SIZE SEE 110 OF ANCHOR BOLTS SEE SCHEDULE OR PLAN Z I o 100 DESIGN DEVELOPMENT 2 -18 -9 I) COLUMN SCHEDULE w w Z � � FOR SIZE AND NUMBER � w 5/ w o o OF ANCHOR BOLTS SEE ( _j D SCHEMATIC DESIGN SUBMITTAL 9 -25 -98 i fi J 0 w COLUMN SCHEDULE ( o 0 D w con w w v Nm Destx�tim Date /4 R1/2 TOP &BOTTOM FOR SHEAR R, WELDS AND N (PROVIDE R /4 WHERE FASTENERS, SEE TYPICAL DOUBLE ROW TOP CONDITION 1 � " 5EE BOLTS OCCUR) F BEAM CONNECTION SCHEDULE RETURN ® L _ �"•' FLANGES 1/2 I 2" 3" /2 2" 1/4 NOTE #2 R TO BOTH Np TYP 5/1 COLUMN 6 f NGES w *q MC UJ BEAM TO COLUMN WEB DZ " _z o g ° Kay Plan to be dwolop.a 3 /q, 0 A325 —N 3 o C.P. BOLT (4 TOTAL) FLANGES ® SLAB ON GRADE BEARING PLATE 5" a Z Z 1/4 Z I N o Z I o J\ � O J J m W 2 w 1 o ' o w w 4 = Z PROVIDE PROVIDE wZ (LEVELING (LEVELING `" w wv � W � OR SHIMS) w cn N CL (n _j J J w _ TOP OF ` I ' .l N - FOUNDATION 1 FOR COLUMN SIZE SEE y „: . TOP I FOUNDATION /4 SCHEDULE OR PLAN ( M.,Y ` '" `.�``. _ :: ,. ; STIFFENER R1/ I •'' ` • - I A o. o o: Z • TYPICAL DETAILS EACH SIDE U.N.O. 0. I � � -•� D _ � o _ �' p_ �; Q � D _�j w � •,:• •d •<• ; a o � N C' e "° .- NOTES: I _ o• o• �_ o �' o •_ o o_. N , 71) 1. BEARING R SHALL MATCH BEAD FLANGE ' THICKNESS AND SHALL BE /" THICK I 3" SEE UPLIFT PLATES SCHEDULE I 3" MINIMUM, UNLESS NOTED OTHEAISE IN FOR SHEAR R, WELDS AND WHERE OCCURS ate Sod® COLUMN SCHEDULE. FASTENERS, SEE TYPICAL BOTH SIDE OF COLUM9-25-98 N.T.tv+. 2. PROVIDE /16 FILLET WELD WHERE BEAM CONNECTION SCHEDULE CAD NuMug" BOTTOM CONDITION BEARING R EXCEEDS 3/4 Roll" Fb 98 —G178 S14 fts Noon TSC105 BEAM TO COLUMN FLANGE TSG1Q1 TSC101 TSC201 TYPICAL BEAM TO COLUMN TYPICAL NON —FRAME SlA TYPICAL COLUMN BEARING PLATE DETAIL 5 4, COLUMN 3 TYPICAL FRAME COLUMN 1 CONNECTION DETAILS BASE PLATE DETAIL BASE PLATE DETAIL - /3 TYP C P REINFORCING SPLICE NOTES FLANGES AS REQUIRED 1. FOR SHEARWALLS, USE LAP CLASS SWL UNLESS NOTED OTHERWISE. REFER ALSO TO "TYPICAL SHEARWALL LAP DETAILS" AND "TYPICAL SHEARWALL BOUNDARY REINFORCING DIAGRAM ". TYPICAL CLASS B 2. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" 1:6 CONCRETE UNLESS NOTED 1:6 MAXIMUM CAST BELOW THE BARS. 1912.2.4.1 OTHERWISE SHOP OFFSET 1 3. BOTTOM BARS ARE ALL VERTICAL BARS AND HORIZONTAL BARS WITH BEND I 1907.8.1.1 LESS THAN 12" OF CONCRETE CAST BELOW HORIZONTAL BARS. <45' z � 4. FOR LIGHTWEIGHT CONCRETE MULTIPLY THE LENGTHS IN THE SCHEDULE BY 1.3.1912.2.4.2 — N �e 5. FOR GRADE 75 REINFORCING MULTIPLY 'THE LENGTHS IN THE SCHEDULE 1<1 �e . BY 1.25. 1912.5.3.6 NON— CONTACT LAP 6. FOR 2 BAR BUNDLE MULTIPLY THE LENGTHS IN THE SCHEDULE 1912.14.2.3 FOR SHEAR R, WELDS AND BY 1.20. FOR 3 BAR BUNDLE MULTIPLY THE LENGTHS IN THE FASTENERS, SEE TYPICAL TYPICAL LAP SPLICES BEAM CONNECTION SCHEDULE PLAN SCHEDULE BY 1.33. 1912.4.1 7. FOR BUNDLED BARS, AN EFFECTIVE BAR DIAMETER SHALL BE USED FOR DETERMINING COVER AND SPACING LIMITATIONS. 1312.4.2 A. FOR 2 BAR BUNDLE dbe= 1.60 (BAR AREA) B. FOR 3 BAR BUNDLE dbe= 1.95 (BAR AREA) NOTE: SPLICE SPLICE CANTILEVER BEAM SHALL BE THE SAME SIZE AS THE BACK SPAN LENGTH LENGTH BEAM UNLESS NOTED OTHERWISE SPLICE SPLICE FOR SIZE AND NUMBER OF BOLTS SEE TYPICAL LENGTH LENGTH SEE NOTE 6 BEAM CONNECTION SCHEDULE T & BP� ALT.1 FLANGES r ANGLE t TO EQUAL v C.P. ; I I SCHEDULED SHEAR SPLICE SPLICE SPLICE i I I TAB THICKNESS SEE TYPICAL BEAM SEE NOTE 6 I I LENGTH LENGTH LENGTH CONNECTION SCHEDULE � ALT.2 CS =CLEAR SPACING ' I I 5/1s 2 BAR BUNDLE SPLICE DETAILS STAGGERED SPLICING SPLICE SPLICE SPLICE SEE NOTE 6 A ELEVATION LENGTH LENGTH LENGTH ALT.1 3 BAR BUNDLE WITH (dbe) DERIVED FROM THE EQUIVALENT TOTAL AREA OF 2 BARS DETERMINING APPRORIATE Tsc, 03 Tsc 1 os SPLICE SPLICE SPLICE SPLICE SEE NOTE 6 CATEGORY TYPICAL MOMENT CONNECTION LENGTH LENGTH LENGTH LENGTH 00 BEAM T 3 TYPICAL SKEWED BEAM CONNECTION O BEAM Z ALT.2 SPLICE OR LAPPING BAR--/ p p U 3 BAR BUNDLE SPLICE DETAILS CS ' -6" BUNDLE LAP SPLICES BAR SPACING SEE ARCH. FOR TREAD 1 #4 012 NOTE: BARS SHALL BE BUNDLED WITH NO MORE THAN TWO BARS IN THE SAME PLANE (oS, ao ,00 )• AND RISERS RAMP LINE TYPICAL #3 NOSING — — — • .. i = I p- -� 11 1 =i_I _III I I IC I II Iml I I- II I -i i -1= Iii ► D 2 0 " `° AREA 0.11 0.20 0.31 0.44 0.60 0.79 TYPICAL x (sq.in.) . . #4012 BAR DIAMETER 412 #412 EACH WAY ER 0.375 0.500 0.625 0.750 0.875 1.000 1.128 1.270 1.410 EACH WAY (o db Z `� •� ROUGHEN #4 012 >- O W #4 012 SURFACE 12r- 5 6 7 8 9 #10#11 _ _U - g0 Q 0 iE oujz 2„ l�lir 'b:i III_ o z 0o TOP BOT TOP BOT TOP BOT TOP BOT TOP BOT TOP BOT TOP BOT TOP BOT TOP BOT _ II I 1= =1 " =� �- iii =I I IT I I_ =III -11 COVER 3000 21 16 23 18 28 22 34 26 49 38 56 43 63 49 71 55 79 61 2 - #4 CONT. ails Z2db 1 -2" STD. HOOK CLEAR 4000 21 16 21 16 25 19 29 23 43 33 49 37 55 42 62 47 68 53 9" SPACING Z4db 5000 21 16 21 16 22 17 26 20 38 29 44 34 49 38 55 43 61 47 STAIR OR RAMP ON GRADE O CONCRETE RETAINING WALL C C =2.5 KTR =O O C13 3000 28 22 38 29 47 36 56 43 81 63 93 72 105 81 118 91 1131 101 SEE FOR SIZE AND SEE FOR SIZE AND 0 ALL ARCH'L LOCATION SEE ON SLAB ARCH'L LOCATION SEE "' 2 OTHERS 4000 25 19 33 25 41 31 49 37 71 54 81 62 91 70 102 79 114 87 FOR SLAB ON ARCHITECT FOR g GRADE REINFORCING 24 " MAX. GRADE REINFORCING '24-MAX' ARCHITECT . C =1.5 KTR =O 1 �_3" 5000 22 17 29 23 36 28 44 34 63 49 72 56 81 63 92 71 102 78 SEE PLAN SEE PLAN COVER 3000 �: :..` 70 54 84 6 4 1 22 94 1 39 10 7 1 57 121 177 13 6 19 <d 6 1 b 51 OR 40 J CLEAR 00 �: 3 EAR 1 47 J 7 3 5 6 10 6 81 - � 1 21 9 3 136 1 05 15 3 118 170 1 31 SPA 2 CIN G U — 2db x U — 5 000 � x C=1.0 54 a Q Q o KTR_ 4 0 2 65 50 I 9 Q 5 73 1 0 8 8 3 � 1 1 2 94 1 7 3 10 II 5 152 11 7 TYPICAL 1= - w TYPICAL I= w #4 ®12 III N III w- 3000 :: 48 34 59 43 71 51 8 4 ®1 cn J 3 59 95 68 107 77 120 86 134 96 = M # 2 = �, V) SEE O — NOT 1 — CONT. E 4000 :- 41 30 52 37 62 44 1 =! — v� 72 52 82 59 93 66 104 75 1 1 =1 BELOW 16 83 _ _ U — - i 5000 37 27 46 33 55 40 64 4 = 6 74 53 83 59 93 67 104 74 TYPICAL -II -III III- TYPICAL -11 =11 III= #4 012 6„ #40 12 NOTES: --F �- 1. USE CLASS SWL LAPS FOR ALL SEISMIC SPLICES LOCATED OUTSIDE FRAME COLUMNS, WALL BOUNDARIES, INCLUDING STRUTS, CHORDS AND DIAPHRAGM REINFORCING. SUMP PIT © TRENCH DRAIN TC101 TC302 TYPICAL REINFORCING GRADE 60 SPLICE SCHEDULE q. TYPICAL SLAB ON GRADE DETAILS 1 Prolsot r: i. '! &SABOL Consulting Structural Engineers, Ina 2116 Arlington P 323.733.2640 Avenue F 323 .733.8682 Los Angeles, CA 90018.1398 Amtra Statio Bakersfield, CA SE 3175 �F CAi.�F�/ Kay Pion to be dwdopmd at" 'nes TYPICAL DETAILS Dais 9 -25 -98 i gam, N.T.S. 98-G178 S15 W" Mmdw S1m5 i I i I 2ND BID SUBMITTAL 6 -22 -99 j BID SUBMITTAL 3 -15 -9 , BUILDING DEPARTMENT SUBMITTAL 3 -02 -9 50% CONSTRUCTION DOCUMENTS 2 -15 -9 100% DESIGN DEVELOPMENT 2 -18 -9 SCHEMATIC DESIGN SUBMITTAL 9 -25 -98 No. Desc rodoon Dats Kay Pion to be dwdopmd at" 'nes TYPICAL DETAILS Dais 9 -25 -98 gam, N.T.S. 98-G178 S15 W" Mmdw S1m5 PROVIDE 2 - #5 FOR OPENINGS UP TO 6' -0". PROVIDE 2 - #1 FOR OPENING: U P TO 8' -U' HEAD BARS EXTEND BARS td 40d OR LAP WHERE I POSSIBLE z4rzalN cc 1 2 - #5 MIN. 0 H END OF WALL OR JAMB BARS SAME AS L HEAD BARS 1.? FOUNDATION SLAB ON GRADE NOTES: *1. PROVIDE STANDARD HOOKS ON TRIM BARS WHERE STRAIGHT td CANNOT BE MAINTAINED. 2. SEE TYPICAL "CONCRETE BLOCK WALL REINFORCING AT INTERSECTIONS" FOR MINIMUM CONCRETE BLOCK WALL REINFORCING. TYPICAL CONCRETE BLOCK WALL REINFORCING AT OPENING TMr 344 i4 PAS' .S) TCM102 7 <2' -0" OPENINGS 2 - #5 EXTEND BARS 2' -O" PAST EDGE OF OPENING. BARS OCCUR AT ALL (4) SIDES 2" ->2' -n" C TYP.1" CLI MINIMUM DOWELS SAME SIZE AND SPACING AS VERTICAL REINFORCING, UNLESS NOTE[ OTHERWISE. w U) U � _ (2) - #4 CONT. (n vii z TOP & BOT. U m m :r TOP OF C ALTERNATE HOOK + a (n v N FOUNDATION I ° #3 12 "o.c. Z Zw Zw'S Om w M PROVIDE STANDARD HOOKS ON i ALL BARS WHERE EMBEDMENT w m U m cnn LENGTH EXCEEDS FOUNDATION , �" W (n DEPTH.(PLACE HOOK ON BOTTOM 1 -� W N w Q _ REINFORCING AND OR 3" CLEAR FROM BOTTOM OF CONCRETE NOTES: CURB ON STEEL DECK 1. FOR LAP LENGTHS USE CLASS B SPLICE OR CLASS SWL AT SHEAR WALLS NOTE: SIZE AS INDICATED IN THE "TYPICAL REINFORCING GRADE 60 SPLICE SCHEDULE." AND LOCATION SEE ARCH'L FOR R 2. FOR EMBEDMENT LENGTHS USE TENSION EMBEDMENT OR SEISMIC TENSION OF EMBEDMENT AT SHEARWALLS, AS INDICATED IN THE "TYPICAL STRAIGHT AND CONCRETE CURBS. HOOKED EMBEDMENT SCHEDULE.' TM 04 TYPICAL CONCRETE WALL DOWEL -r EMBEDMENT AND LAP SCHEDULErJ TYPICAL CONCRETE CURB DETAIL 4 NELSON DEFORMED BAR ANCHOR 3/8" "0X24 /8 D21L 0 12"ox. UNLESS NOTED OTHERWISE TYPICAL BENT R3/,s U.N.O. - -, MN 1/8 V3 -12 all a FOR DIRECTIO STEEL DECKIN SEE PLANS POURSTOP AT BUILDING PERIMETER B TYPICAL POURSTOP O LENGTH OF POURSTOP (L) SLAB THICKNESS it fo < 2 < 4 < 6 ►► < 8 ,1 < 10 < 12 4" HARDROCK CONCRETE 18GA. 18GA. 14GA. 12GA. 10GA. 3/16 5'/2 HARDROCK CONCRETE 18GA. 16GA. 14GA. 12GA. 83/16 T- 3/16 6" HARDROCK CONCRETE 18GA. 16GA. 14GA. 12GA. 13/16 83/16 7'/2 HARDROCK CONCRETE 18GA. 16GA. 12GA. 1OGA. 83/16 R1/4 43/4 LIGHTWEIGHT CONCRETE 18GA. 18GA. 14GA. 12GA. 1OGA. FL3 /16 s' /4 LIGHTWEIGHT CONCRETE 18GA. 16GA. 14GA. 12GA. FL 3/16 83/16 NOTE: 1. PROVIDE POURSTOPS AS INDICATED IN THE SCHEDULE AND USE DETAIL A UNLESS NOTED OTHERWISE. 2. FOR ALL BUILDING PERIMETER CONDITIONS USE DETAIL B UNLESS NOTED OTHERWISE. TYPICAL CONCRETE SLAB POURSTOP SCHEDULE j > -1 D1 MARK I STEEL DECK I GAGE I TOTAL LAB I DESCRIPTION It fs D1 PIC EP450A 18 - _ 4/2-" DEEP DECK _ D2 HP STEEL BLDG. PRODUCTS 20 61/4 y3y //47 T. WIT -W2 CRETE D3 BHP STEEL BLDG. PRODUCTS _ _ 1'/213-36 18 - D4 INTEGRITY R175 26/26 - - SYMBOL DESCRIPTION �- ----s INDICATES MOMENT CONNECTION, SEE DETAILS 4/S1.7 UNLESS NOTED OTHERWISE. �--►► INDICATES TS BRACE, SEE ELEVATIONS ON S3.1 AND S3.2 D1 INDICATES DIRECTION OF STEEL DECKING AND SLAB CONSTRUCTION, SEE SCHEDULE 1/S1.6. -/�► -i INDICATES BEAM TO BEAM MOMENT CONNECTION, SEE DETAIL 3/S1.5 OR 4/S1.7. 42 INDICATES NUMBER OF NELSON STUDS REQUIRED IN LIEU OF MANDATORY SPACING OF STUDS, SEE STEEL DECK SCHEDULE 1/S1.6 C =3/4 INDICATES PROVIDE CAMBER AS SHOWN. (50) INDICATES PROVIDE A572 GRADE 50 STEEL. (S) INDICATES BEAM SHALL BE SHORED PRIOR TO SLAB POUR. 3 I TYPICAL SYMBOLS DESCRIPTION 1 2 TYPICAL ALL NELSON STUDS SHALL BE 3/470 NELSON STUD DETAIL NOTES: 1. PROVIDE NELSON STUDS ® 12 "o.C. ON ALL BEAMS AND GIRDERS WITH SPANS > 12' -0" UNLESS NOTED OTHERWISE THUS: F3-21 INDICATES NUMBER OF STUDS REQUIRED. FN`S1 INDICATES NO STUDS REQUIRED. 2. PUDDLE WELDS MAY BE OMITTED WHERE NELSON STUDS OCCUR IN ITS RESPECTIVE PLACE. 3. PROVIDE 2 -3/40 NELSON STUDS ® EACH BEARING FLUTE WHERE DECKING RUNS DIAGONALLY OVER BEAMS AND GIRDERS, OR WHERE 12 7o.c. CANNOT BE MAINTAINED. STEEL DECK WELDING PATTERN MAXIMUM UNSHORED SPAN PERPENDICULAR TO SUPPORT PARALLEL REMARKS TO SEAMS ENDS INTERMEDIATE SUPPORT SINGLE DOUBLE TRIPLE 3- 3/40®8"o.c. 3- 3/4008 "ox. 3- 3/40 ®8 "o .C. 1'/2"� SIDE ►, ,- 17 : PUDDLE WE PUDDLE WELDS PUDDLE WELDS 1 _? WELD 17'-0" 17'-0' 17'-(Y 12" O.C. 4 -'/2 "0 4 -'/2 "0 '/2 0 ®12 "o.c. BUTTON �- �- ,- PUDDLE WELDS PUDDLE WELDS PUDDLE WELDS 36" PUNCH $ O 9 O 10 O o.c. 4 -1/2 "0 4 -1/2 70 '/2 O.C. 0®►12 " BUTTON ►- �- ► ,- PUDDLE WELDS PUDDLE WELDS PUDDLE WELDS PUNCH $ O 9 0 10 O 12" o.c. 7' -1 0' - - * MANUFACTURER TO PROVIDE SHOP DRAWINGS SHOWING ATTACHMENT TO PANELS FOR 30 PSF POSITIVE + NEGATIVE LOAD >2' -0" <4' -0" OPENINGS TSD103 TYPICAL FLOOR OPENING IN STEEL 6 TYPICAL SLAB AND STEEL TEEL DECK SCHEDULE TSD101 1 Projeot &SABOL Consulting Structural Engineers, Ina 2116 Arlington P 323.733.2640 Avenue F 323733.8682 Los Angeles, CA 90018.1398 Amtrak D �Q� NRE '' 3`175 Station U Qy 4 OF CAlO4�� Bakersfield, CA 2ND BID SUBMITTAL 6 -22 -99 BID SUBMITTAL 3 -15 -9 BUILDING DEPARTMENT SUBMITTAL 3 -02 -9 50% CONSTRUCTION DOCUMENTS 2 -15 -9 100% DESIGN DEVELOPMENT 2 -18 -9 ` SCHEMATIC DESIGN SUBMITTAL 9 -25 -98 No. Description Date Kay Plm to be dmmmmm 81 met 7Mb TYPICAL DETAILS Date scab 9 -25 -98 N.T.S. ProjW No" CAD FN 98 -G178 S18 S16 D3 D D4 STEEL D DECK NOTES: 1. A ALL S STEEL DECKING SHALL C CONFORM TO I I.C.B.O. REPORT #2757. 2. D DEPUTY INSPECTOR SHALL B BE REQUIRED F FOR LIGHT GAGE WELDING ON STEEL DECK. 3. D DEPUTY INSPECTOR SHALL B BE REQUIRED F FOR STUDS USED ON STEEL DECK. 4. A ALL S STEEL DECKING SHALL B BE 38 KSI. MINIMUM. 5. A ALL S SLABS EXPOSED TO WEATHER SHALL B BE PROVIDED WITH POSITIVE VENTED STEEL DECK. STEEL DECK I GAGE I TOTAL LAB I DESCRIPTION It fs D1 PIC EP450A 18 - _ 4/2-" DEEP DECK _ D2 HP STEEL BLDG. PRODUCTS 20 61/4 y3y //47 T. WIT -W2 CRETE D3 BHP STEEL BLDG. PRODUCTS _ _ 1'/213-36 18 - D4 INTEGRITY R175 26/26 - - SYMBOL DESCRIPTION �- ----s INDICATES MOMENT CONNECTION, SEE DETAILS 4/S1.7 UNLESS NOTED OTHERWISE. �--►► INDICATES TS BRACE, SEE ELEVATIONS ON S3.1 AND S3.2 D1 INDICATES DIRECTION OF STEEL DECKING AND SLAB CONSTRUCTION, SEE SCHEDULE 1/S1.6. -/�► -i INDICATES BEAM TO BEAM MOMENT CONNECTION, SEE DETAIL 3/S1.5 OR 4/S1.7. 42 INDICATES NUMBER OF NELSON STUDS REQUIRED IN LIEU OF MANDATORY SPACING OF STUDS, SEE STEEL DECK SCHEDULE 1/S1.6 C =3/4 INDICATES PROVIDE CAMBER AS SHOWN. (50) INDICATES PROVIDE A572 GRADE 50 STEEL. (S) INDICATES BEAM SHALL BE SHORED PRIOR TO SLAB POUR. 3 I TYPICAL SYMBOLS DESCRIPTION 1 2 TYPICAL ALL NELSON STUDS SHALL BE 3/470 NELSON STUD DETAIL NOTES: 1. PROVIDE NELSON STUDS ® 12 "o.C. ON ALL BEAMS AND GIRDERS WITH SPANS > 12' -0" UNLESS NOTED OTHERWISE THUS: F3-21 INDICATES NUMBER OF STUDS REQUIRED. FN`S1 INDICATES NO STUDS REQUIRED. 2. PUDDLE WELDS MAY BE OMITTED WHERE NELSON STUDS OCCUR IN ITS RESPECTIVE PLACE. 3. PROVIDE 2 -3/40 NELSON STUDS ® EACH BEARING FLUTE WHERE DECKING RUNS DIAGONALLY OVER BEAMS AND GIRDERS, OR WHERE 12 7o.c. CANNOT BE MAINTAINED. STEEL DECK WELDING PATTERN MAXIMUM UNSHORED SPAN PERPENDICULAR TO SUPPORT PARALLEL REMARKS TO SEAMS ENDS INTERMEDIATE SUPPORT SINGLE DOUBLE TRIPLE 3- 3/40®8"o.c. 3- 3/4008 "ox. 3- 3/40 ®8 "o .C. 1'/2"� SIDE ►, ,- 17 : PUDDLE WE PUDDLE WELDS PUDDLE WELDS 1 _? WELD 17'-0" 17'-0' 17'-(Y 12" O.C. 4 -'/2 "0 4 -'/2 "0 '/2 0 ®12 "o.c. BUTTON �- �- ,- PUDDLE WELDS PUDDLE WELDS PUDDLE WELDS 36" PUNCH $ O 9 O 10 O o.c. 4 -1/2 "0 4 -1/2 70 '/2 O.C. 0®►12 " BUTTON ►- �- ► ,- PUDDLE WELDS PUDDLE WELDS PUDDLE WELDS PUNCH $ O 9 0 10 O 12" o.c. 7' -1 0' - - * MANUFACTURER TO PROVIDE SHOP DRAWINGS SHOWING ATTACHMENT TO PANELS FOR 30 PSF POSITIVE + NEGATIVE LOAD >2' -0" <4' -0" OPENINGS TSD103 TYPICAL FLOOR OPENING IN STEEL 6 TYPICAL SLAB AND STEEL TEEL DECK SCHEDULE TSD101 1 Projeot &SABOL Consulting Structural Engineers, Ina 2116 Arlington P 323.733.2640 Avenue F 323733.8682 Los Angeles, CA 90018.1398 Amtrak D �Q� NRE '' 3`175 Station U Qy 4 OF CAlO4�� Bakersfield, CA 2ND BID SUBMITTAL 6 -22 -99 BID SUBMITTAL 3 -15 -9 BUILDING DEPARTMENT SUBMITTAL 3 -02 -9 50% CONSTRUCTION DOCUMENTS 2 -15 -9 100% DESIGN DEVELOPMENT 2 -18 -9 ` SCHEMATIC DESIGN SUBMITTAL 9 -25 -98 No. Description Date Kay Plm to be dmmmmm 81 met 7Mb TYPICAL DETAILS Date scab 9 -25 -98 N.T.S. ProjW No" CAD FN 98 -G178 S18 S16 >2' -0" <4' -0" OPENINGS TSD103 TYPICAL FLOOR OPENING IN STEEL 6 TYPICAL SLAB AND STEEL TEEL DECK SCHEDULE TSD101 1 Projeot &SABOL Consulting Structural Engineers, Ina 2116 Arlington P 323.733.2640 Avenue F 323733.8682 Los Angeles, CA 90018.1398 Amtrak D �Q� NRE '' 3`175 Station U Qy 4 OF CAlO4�� Bakersfield, CA 2ND BID SUBMITTAL 6 -22 -99 BID SUBMITTAL 3 -15 -9 BUILDING DEPARTMENT SUBMITTAL 3 -02 -9 50% CONSTRUCTION DOCUMENTS 2 -15 -9 100% DESIGN DEVELOPMENT 2 -18 -9 ` SCHEMATIC DESIGN SUBMITTAL 9 -25 -98 No. Description Date Kay Plm to be dmmmmm 81 met 7Mb TYPICAL DETAILS Date scab 9 -25 -98 N.T.S. ProjW No" CAD FN 98 -G178 S18 S16 Bakersfield, CA 2ND BID SUBMITTAL 6 -22 -99 BID SUBMITTAL 3 -15 -9 BUILDING DEPARTMENT SUBMITTAL 3 -02 -9 50% CONSTRUCTION DOCUMENTS 2 -15 -9 100% DESIGN DEVELOPMENT 2 -18 -9 ` SCHEMATIC DESIGN SUBMITTAL 9 -25 -98 No. Description Date Kay Plm to be dmmmmm 81 met 7Mb TYPICAL DETAILS Date scab 9 -25 -98 N.T.S. ProjW No" CAD FN 98 -G178 S18 S16 Kay Plm to be dmmmmm 81 met 7Mb TYPICAL DETAILS Date scab 9 -25 -98 N.T.S. ProjW No" CAD FN 98 -G178 S18 S16 (6) #10 SHEET BM. WHERE #10 SMS METAL SCREWS i � TO EA. LEG ON OCCURS 01 (2) #110 SMS EA. SIDE OF THOR SPLICE(24 TOTAL) 16GA UNPUNCHED METAL i i UGH R TRACK DECK All i - - - - -- - 8%16 16 GA CONT. R TOP 1" TRACK MIN. i SHEET METAL SCREW(SMS) SEE SHEAR WALL SCHEDULE 6"X16GA STUD SPLICE PLATE i METAL STUD i PLYWOOD SHEATHING SEE PLAN ; SEE NOTE 8 & 9 16GA OR 18GA f ON SHEET S2.1 STUD. EQ, j EQ. NOTE: PROVIDE 1 /g" FILLET WELD EACH SIDE 3" LONG 0 12" o.c. IN LIEU OF METAL 16GA R AND SMS WHERE BEAM ABOVE OCCURS. TYPICAL SPLICE PLATE TYPICAL SECTION AT SHE AT METAL 5 AR WALL STUD 3 9" 11/2" 6„ 11/2" X ERECTION HOLE % TYP R1 W/4 -1 "0 A325 -N I N P. P. TYP. _ 0 FLANGES 00 - J_ x J TOP & BOTTOM PLATES Z00 t 2 SHALL MATCH BEAM FLANGE TY& C.P. THICKNESS AND SHALL BE LATES 12 B.W. GAGE GALVANIZED 1/2 THICK MINIMUM 1 Q WIRE LOOPED THROUGH (PLATE RADE OFASTEEL MATCH AS BEAM 1� "2" I 1 GALVINIZED WIRE MESH ) TY& C. P. 7 BACKING FOR EACH 2 SQ. FLANGES /is R° FT. OF VENEER 1 N + Oil II II II TSC103 ____ - - - - -- Oil II TYPICAL NON -FRAME COLUMN SPLICE 8 7 WHERE PLYWOOD S4.2 54,2 SHTG. IS INTERRUPTED I) I I VENEER 13 i BY RELIEVING VENEER oil II SUPPORTED •1 I BY STRUCT STEEL I I PROVIDE VA MINIMUM, 2 FOR LINTELS SUPPORTING SEE TYPICAL BEAM CONNECTION SCHEDULE 1 /4 TYP I I VENEER SEE SCHEDULE I I 8 REL1 ING OPENING I I S4.2 NGL BEAM TO COLUMN WEB _TF_T I I I i i I I I -' w BOLT MINIMUM f`C =2000 f`c =3000 f`c =4000 TOP I I I I SHALL MATCH BEAM FLANGE _ � (pIA.) EMBEDMENT TENSION SHEAR TENSION SHEAR TENSION SHEAR THICKNESS AND SHALL BE II II 1/2 THICK MINIMUM 5" m N z 21� 1100 1230 1365 1.L _l1 (PLATE SHALL MATCH SAME z p 1 4 GRADE OF STEEL AS BEAM) 3" 2" v o U / 1810 1840 1840 z � 2 6" 1810 2165 2375 TYPICAL METAL STUD SHEAR WALL FRAMING 7 TYP % � 0 W 23j " 1500 1750 2000 4 C: 0 / 2875 2875 2875 16GA. UNPUNCHED 3 Q `-' 7' 3000 3250 3500 TOP TRACK - -- SYMMETRICAL ® Z I I #10 SHEET METAL SCREWS I I zp Uj 3 31/4' 1850 2175 2500 CONT. 16GA R / 4 3875 3875 3875 � I (� (2)6"x16 GA STUDS WHERE SHOWN ON PLAN-j i I �- 8 3750 4625 5500 BACK TO BACK W/(24)#10 IM S NSCREW PROVIDE DBL 16 GA. i I S JAMB STUDS I 1/g 2-12 APPLY THREAD ADHESIVE (1) BAY BLKG. (TRACK OR NYLON LOCKING WASHER OR STUD) ®DOOR FOR SHEAR R, WELDS AND ®BOTH AFTER TIGHTENING NUT OPENINGS ONLY FASTENERS, SEE TYPICAL TYP C.P. T &B FLANGES ENDS 1 ' AT PLYWOOD EDGES BEAM CONNECTION SCHEDULE SEE NOTE 2 /g 1' -6" DOUBLE STUD 16GA. CONT ACK TYP ® SIL T BP. ® HOEDOWN PLATES NOTES: 1. ALL VALUES INDICATED IN THE CONCRETE TABLE ABOVE ARE "HILTI KWIK BOLT it ICBO REPORT NO.4627, DATED 1996. SLAB ON GRADE STEEL STUDS FOR NOTES: 2. USE THE SHORTER EMBEDMENT LENGTHS FOR ALL ANCHORS INTO STEEL DECK SLAB SEE PLAN 5IMPSON SSTB28 SIZE AND SPACING SYSTEMS, UNLESS NOTED OTHERWISE, AND THE LONGER EMBEDMENT LENGTHS FOR ALL 7 /g "O ANCHOR BOLT SEE SCHEDULE CANTILEVER BEAM SHALL BE THE SAME SIZE AS THE BACK SPAN OTHER APPLICATIONS UNLESS NOTED OTHERWISE. I I I I 1. BEAM UNLESS NOTED OTHERWISE 3. ALL EXPANSION ANCHORS REQUIRE SPECIAL INSPECTION AND SHALL BE APPROVED HOEDOWN WHERE BY THE LOCAL GOVERNING AGENCIES AND USED IN CONFORMANCE WITH THE OCCURS � � � 2. AT SEISMIC FRAMES, REMOVE BACK -UP BARS FROM BEAM MANUFACTURERS SPECIFICATIONS. C.J.P. WELDS, GRIND SMOOTH AND REINFORCE WITH A SEE FOUNDATION PLAN REINFORCING FILLET WELD. FOR LOCATION OF FTG. 16 GA. UNPUNCHED BOTTOM TRACK PLYWOOD ANCHOR BOLTS 3. AT SEISMIC FRAMES, REMOVE RUN -OFF TABS AND GRIND SMOOTH. AND HOLDON ANCHOR SEE NOTE 8 & 9 1/2 Ox10 " @3'- 0"o.c. 9 ON SHEET S2.1 - -- NOTE: SEE 3/S1.3 FOR BEAM TO COLUMN FLANGE INFORMATION NOT SHOWN. TSG 102 rsFZO i STEEL STUD SHEAR WALL TYPICAL EXPANSION ANCHOR TYPICAL MOMENT CONNECTION HOLDOWN ANCHOR 9 TYPICAL EXPANSION CRITERIA � ANSION ANCHOR CRITERIA TO COLUMN DETAILS 4 AILS 1 Prow :7 W71 rt &SABOL Consulting Structural Engineers, Inc. 2116 Arlington P 323.733.2640 Avenue F 323.733.8682 Los Angeles, CA 90018.1398 Amtrak _ PND Jt9 s, �- 3175 0' Statio J, Pte► � 9 10 OF CAL \F BallakersW CA 2ND BID SUBMITTAL 6 -22 -99 BID SUBMITTAL 3 -15 -9 BUILDING DEPARTMENT SUBMITTAL 3 -02 -9 50% CONSTRUCTION DOCUMENTS 2 -15 -9 100% DESIGN DEVELOPMENT 2 -18 -9 SCHEMATIC DESIGN SUBMITTAL 9 -25 -98 No. DescrtAton Date Key Plan to be rb , Amd Shsst TMM TYPICAL DETAILS ft" 9 -25 -98 scab N.T.S. ProJsat Nw.60 98 -G178 CAD Pi® S17 a" fu" - S17 1 2 3 4 5 6 7 8 9 12' -0" 12' -0" 12' -0" 12' -0" 12' -0" 12' -0" 12' -0" 12' -0" 11 24' -0" 27' -01/2" 3 19' -0" 5. 16 17 18 20 21 4' -10" I I I I I I I I I 15 SIM. 9' - cr I I I I VS4.2 _ _ BRACE B r -- S4.2 TYP. S 2 G� ( B , J-- F1 ... ..................... _ ____ __ I ... 6"x16GA ST DS _ -J -.... - _ - - -_ -- ON 6" CUR r _ .�,_ k - - - -- - - - - -- - - - - - -- J _:.......... -- ... - -- - - PIE S F2 F2 �> 3 2; ::; 1 2 r F3 ..r.I f I :y SEE NOTE # I ( ; }; :: :: 1` 1 I •r 1 r I. S3.3 •" .� L - J ( S3. SIM. FOR SCREW I I I APP `Y. P1FtN k - I I I f r:.:: F9 Fs Fs I I I I I .._ \;� ..._J .:.f; € I r �'I.: I, -.. ,.•, i I I i F9 F9 S3.2 F9 �:w.fo .80TH SIDES -,`I OF`, WALL WHERE U. q I I I I Dc G� I i I { O I ( I I? 1 I S4.2 r ,.......�. v..... -.. _ ..._ _. w.. I I I M w.... I I I ' TS `BRACE OCCURS ' } `�. I I I G II� , , ... i Ii I 14 0 ® a Mw wM. w _. w �.. -__.. _... I .. w .w..,v_� I I I �r.m...� I B? I ...... TYP. a ' I 3 _w . 1 I 2 A q , w .. °::.......I --- m mmm w I S4.2 8" W L �o A I q I A I A A q A A ? �I ,.r # ,.. ,..,£ z:I : -. f .: - ,.:�.: �_ �,<:;..:., -; 6� ;. ,.�:.L- I' - -. i I I I I A I I �.. l 2! '.' . �•'� r I �� 1 12 , I m .� k I I G -- :: - r: k w.. I - - -- -- rn F4 It r] L `I A ! I ® 7t <. z I 00 ......... ............ . I I: - -, m :I. w f } �I 3 i �G 8" .. C BLK. W .Y . k,M G } k 1 ; 'G } D I k E I EE H. • �� R i t. G B� J ?' B t CONT I UATI I _ i } .I A k O 2 A ; } O }$ t I ♦ i r. j I I ;. I• , I B o 1 .. 2" SLAB I I ti y I G a F8 s. I � 32 ? �•:� DEPRESSION x . I: ? I i a G 2 S i SE 2 0" . ( EAR CH x . :t 2 0" 2 •� 2 i •i i I: FOR DIMENSION G 1. .I� . 5 GRADE B p . I �o g I i P . .2 ti I W 4 �' ti 9T .. :- �o B l / ti� o G G i- W J 4 TI ES -, �ON C. 2} L G 0• .. ®60. FAB i-� k I- GRAS Sim. . k DE SE , I Ek•�V OTE .. .I 1 t •i F 22 k 2} . ,_. Y t E :2 1 I 1 n t 3 ••1 k ..yam k t� k • t.. F : F3 2. F 1 4 zy ii :k } } E F , k' E 8 : r _ k f } }k I OP OF ,1 : FTG. T ,k$ k Y _ r AVOID .. � FT L `I G. OF E 1 I 3 ..ft t---- =- k { SLAB D DEPRESSION TYP. �. SSI �' • ON } I .2 :y 2 O p i L 2. { k II m p! 1 U I w.. G 'A ti 1 ... Q 0 G. IA w o I» t I Ik _ �,A I - I N � I L T` , I : I•. 'I O � I z - I J . . - I I I .y r Q w I _ I I `) } NE N OF J �I 3 A I M �I. t: ,R: _ A II r ,ENIN k � � -C1P G I �._. �` A M S w k � I I J I I A BRA C J i I I L I I I I I I I I I A I I A I I I A I I I A I I I A I I I A G'` i A .-` ' l illll aW i'`I...L.� ................ -- L i I � � w_. ......................... S-1-3 m `L ? ; , ! s4.2 I I I I - .�.. .........� .�..... L L L L I I BRACE I � ' ...G. . _- __ __ __ L_ -- L L I #612 S3. _ ? 0 r ; F9 F9 F9 F9 F9 F9 f TS BRACE, EE ELEV. F9 F9 Fg Fg NP. - J I k j RI SIZE. I I I I I I I I b I I _b 11 t - -�- TYPICAL AT PIERS. IC, #6 ®12 . IG F1 I F1 Lo B_J � B I 15 9' 0" I I i I I I s4.2 12' -0" 12' -0" I i 12 -0" 12' -0" 12' -0" 12' -0" 12' -0" 12' -0" 10' -6" 19' -0" 4' -10" 8' -41/2" 7' -11/2" 1 8' -31/2 I 130' -6" i 0 D FOUNDATION PLAN i. 2. 3. SCALE 1/g =1' -0" NOTES: 1. FOR GENERAL NOTES & TYPICAL DETAILS SEE SHEETS S1.1- S1.7 2. TYPICAL NEW SLAB ON GRADE CONSTRUCTION SHALL BE 4' CONCRETE SLAB W/ #4016"o.c. E.W. 3. LOCATE ALL INTERIOR NON- BEARING WALL PER ARCH'L DRAWINGS. 4. VERIFY ALL DIMENSIONS BEFORE START OF WORK. 5. SEE ARCH'L DRAWINGS FOR DIMENSIONS, ELEVATIONS, ETC. 6. ® INDICATES 8" CONCRETE BLOCK WALL SEE DETAIL 4/S1.2 �O 7. INDICATES HOLDOWN ANCHOR BOLT SEE DETAIL 6/S1.7. 8. INDICATES 6"x16GA METAL STUDS 016"o.c. W/ 1532" STRUCT -1 PLYWOOD WITH #10x1 LONG FLAT HEAD SCREWS 04 "o.c. E.N. 012" o.c. F.N. 1' -6 "x12 THICK FTG. W/(2) #4 CONT. T &B 23' -10" 5.5(16 9. INDICATES 6"x18GA METAL STUDS 016"o.c. W/ 15/32" STRUCT -i PLYWOOD WITH #8x1" LONG FLAT HEAD SCREWS 04 "o.c. E.N. 012"o.c. F.N. 1' -6"x12 THICK FTG. W/(2) #4 CONT. T &B 10. FZ INDICATES PAD FOOTING SEE SCHEDULE 2/S1.2 11. AO INDICATES BASE PLATE, SEE SCHEDULE 2/S1.2 12. FRAME INDICATES TYPICAL BRACED FRAME ELEVATION, SEE A /S3.2 .z 17 18 19 .................... .... .I 2 Cd ij 1 Gry, I F1 I •? I I L - -- - L I I 16' -1" I 8' -9" G� 13. INDICATES COLUMN, SEE SCHEDULE BELOW, UNLESS NOTED OTHERWISE: 21 COLUMN SCHEDULE CALLOUT SIZE REMARKS C1 W8x58 FtoJwt Noto 98 -G178 C2 4'0 STD. PIPE C3 TS 12x 12x3/8 C4 TS6x4x 1/4 C5 TS4x4x 14 No. C6 6'0 STD. PIPE C7 W10x60 C8 W12x72 C9 W 10x88 22 R ojed ' ". 1 f'. 7 !! 9 & SABOL Consulting Structural Engineers, Ina 2116 Arlington P 323.733.2640 Avenue F 323-733.8682 Los Angeles, CA 90018.1398 Amtrak Station Bakerefleld, CA W;p `F N -o 3175 o P EXP,03 -31-U1 ~ � \s9TF 4F r.w1E KW Mw to b. 8" Milk 2ND BID SUBMITTAL 6 -22 -99 PLAN BID SUBMITTAL 3 -15 -9 FtoJwt Noto 98 -G178 BUILDING DEPARTMENT SUBMITTAL 3 -02 -9 509 CONSTRUCTION DOCUMENTS 2 -15 -9 100% DESIGN DEVELOPMENT 2 -18 -9 SCHEMATIC DESIGN SUBMITTAL 9 -25 -98 No. Date KW Mw to b. 8" Milk FOUNDATION PLAN Df►is 9 -25 -98 g� - 1/80 =1' -O" FtoJwt Noto 98 -G178 CAD F9s S21 St" NwW* S201 2 3 4 5 6 7 8 9 10 12 12'-0r 12'-0" 12' -0" 12'-0" 12'-0r 12'-0" 12' -0" 12'-0" FF 12'-0" 12'-0" 12'-0" HIGH ROOF AREA D S3. ................ II MID-ROOF FRAMING PLAN SCALE '/,;=l'-Cr NOTES: 1. FOR GENERAL NOTES & TYPICAL DETAILS SEE SHEETS S1.1- S1.7 2. VERIFY ALL DIMENSIONS BEFORE START OF WORK. 5. SEE ARCH'L DRAWINGS FOR DIMENSIONS, ELEVATIONS, ETC. 4. — D1 INDICATES DIRECTION OF STEEL DECKING AND SLAB CONSTRUCTION. SEE SCHEDULE 1/S1.6 5. H INDICATES HIGH BEAM MEMBER. 6. L N INDICATES LOW BEAM MEMBER. 7. YINDICATES COLUMN. SEE SCHEDULE ON FOUNDATION NOTES. 3. 11 6. FRAME INDICATES TYPICAL BRACED FRAME ELEVATION, SEE A/S3.2 191-cr T 15.5 16 - 1'Cr 8'_9 ROOM QRpfESSlON Amtrak ';. 1.- 3175 , rn Stag o %,V W Fps C Bakersfield, CA go Soft MwN BK aft 3w MID-ROOF Soft MM* CA W404 Daft 3MARM fix SO& 3VA28AS5 td & SABOL 1/8X010-ow Consulting Structural Engineers, Inc. 2116 Arlington P 323.733.2640 Avenue F 323733.8682 Los Angeles, CA Moo! Nwift S2.2 90018.1398 139 ROOM QRpfESSlON Amtrak ';. 1.- 3175 , rn Stag o %,V W Fps C Bakersfield, CA Kay Pion to be droftpW 81" Mft MID-ROOF FRAMING PLAN Daft SO& 9-25-98 1/8X010-ow ftojed mrdw CAD FN 98-GI78 822 Moo! Nwift S2.2 139 2ND BID SUBMITTAL 6-22-99 ;1 BID SUBMITTAL 03-15-9 BUILDING DEPARTMENT SUBMITTAL D3-02-997 50% CONSTRUCTION DOCUMENTS )2-115-9� 100% DESIGN DEVELOPMENT SCHEMATIC DESIGN SUBMITTAL 9-25-981 Nm Deso"lon Date Kay Pion to be droftpW 81" Mft MID-ROOF FRAMING PLAN Daft SO& 9-25-98 1/8X010-ow ftojed mrdw CAD FN 98-GI78 822 Moo! Nwift S2.2 139 0 LO N 0 0 CL m N Cn i CO 00 U) 4� U 0 0 L 0- U_ a 0 a X b 1 r F co G SHORE END OF BEAM UNTIL METAL DECK IS WELDED IN PLACE - -= 3 3 S3.3 12' -0" Ell 12' -0" 5 12' -0" 1,1 Aj 12' -0" 7 12' -0" C S3.2 0 12' -0" 9 12' -0" 10 12' -0" 12' -0" D S3.2 im 3. x x N f ,... ' TS6x4x'/ TS6x4xTS6x4x'/ / '/ TS6x4x / TS6x4x/ TS6x4x'/ TS6x4x'/ TS 4x'/ TS6x4x'/ ' TS6xgx. .'.•.'."..:.".:.".".... TS6xu .......... TSSx4x .,.,TS6x4x• ..... .. .•TS . 4x,. .. TS6x4x• •.... TS6x4�c • • TS6x4x. _"."...'.... ..".."..'TS6x4x• TS6x4x ..... �..... t .........................".} ............................. 7c..".."..".".T ..... ... ........ ...".'.'."... .......".". '....... �. ........ ...... �. ."."."..... .................�......... �..........................�" ........ ...... �--� ....... S6x4x. /q ....... ...... TS6x4x /q....... FS64x. /4 ....... ...... T56x4x. /. ....... T56. 4x./ TSFx4x TS6k4x :" :TS6i�4x TS6X4 . :? :.......:..:.:. ...............4 ....... ............ ....'�....... 4....... ................. /q ...... /�}....... x S6�4�c. /q ............. .................. ...... ... .................... ........ .. :..". .'."..'.'..".".".".".'.... ".."."." ....................... ".... :::" :::::": :::"::":::"::":"::::": ;"::":":":":"::.•:•:•:•:•:•:•:":":•:":":'::" :::..........:.:...:...".:.."....".".."." .".".'....."....".".'.'.......' ..............................: a .. ....................:........'. J FR�4M . ............................... PRA...... .."..".'.."...."..."."............................ ............................... . ............ .....I........ ..................... ... ....... ................ ..... } .... .. ... .. ......... ...... ........... .. ..... ..... .......... ........... ............ ..................... .................. r •. •...•.•. •. •.•.•.•. ".'. ". .•. ". .•. •.•. ... .. ...... .. ..... ..... ... .... ........ ... .. X .. ........... .... ...................... .. .. ....... ... .. .. ... ... .. ... .•. .•. .. ' 1....... . i ........................... x �... x ........................ ua. ....... 4X•4..... ." .......... ......... ......".� ....................... L7 ... .. ............. .... } S r T o ........................ ......................... x ........... no ........................ S�xax. to .... co . ... .. .... .... ... .... .. ... .. ..... .. .. a O. ' ....... tt� X cl1 .Yf?. �' N t o........ .. ...... x4x .. . :11;:N:Q� :'� :756 h- o....... .. ..... :.... .......... .. ..... .... ...: 3 ' .. .. ..... X ..... , ao ..... :TS6 r cA ........................ t....1. X 4 : .......... ............. ........................ X1% " ....6x 4." .�......... 4x. %A:..... J: �. ' ......} X ............. li r :..:.....'........... ..... .... ...... 7' .. .............'.'.......... ... ..... ... . X�' �; :::: .... :ssx T;?x 14::.... T . X 2; ss: /::. sX?4: ".... X s ..... ....:"TS ................ :.:.:.:.::.".".."...."..".. ......... . .......... {. y ... .. ...... ....... ....................I...... ?:X ..... ......... ......................':'o. ' . :.: ": :.:......: .... �" �x .... I.... ' ..................... . S6 :o :.. 'S4:1 x. .".."." .................. ............... 7 :..:..:•:•. •:" ...:::::..... ..... ........... •A ...... .................... ., . .'. ... .. ...... " ............... .2� ..... .. .. ... .... ....... .... ....... ................... ... ......... ............... ................... 8x4x."1�4.:.......: o ... .;... x. ... ...................... .... t ".... " .............. . S6X- - ....4 .... a ........................ X . ".............."."......."."co. .....".'..".."..". ".......".. r ."...".."."."."U. d:O:..."."..'. ..................................................... :..........'............"....". ".................... J ...... .... �n ............... ......... ......... �. X..... o. 1....... .................. x ............... 3 ..........".'.".'. .".". :."..".".".".'.. :."..'."." "..... . Ul) Q .........................tn ........................ ............................................................ ............................... x........................a17 ." ..".......".'.'.... : :."..":::�. "::. ."....."..."......".".'."."..3" ."."... , .................... ... ............................... StM::.."."... ::. ........................ 1p...... ............................................. ............................... \ t CIA �c ........................00' ". ". ".'.'.'.'.'.'.'. .........�. '.'." .'.'.'.'.'.'.'..'.'.'.'.'.'.'.► 0TH ..... . ........................ T.. .......... .. .. ..•.•....... •.•... •. •.........•........ .............. ..... ..............cc� ........................ .. ........�� .......................... ............... ........................... ............"."."."........ x ........ ...... ......................... .......................... .............: ........ ............................... ...... S4:1.' 1. ............ ...................... 3.... S DES........... �r ....... ............................... .... FRAME:: x 3 ............ ............................... .................... FR' E:::: ": ":: ": "::::: " ::::::: :::':. FRAME: ..... ............... u..... ..... r......... .............. ................... �........... t .................. :.... ::::: : TS6x4x? . ........ .......T56xgx.... T. 1..."....... "...... a........". ....... :�."....'..: �.. / ...... S6x,,/ TS6x4x / .".' .. :":T$64<4�c./ T56x4x, / ... .T56:x4x./ S6x4x. .................... TS6.x4x." TS6x.4x ......... .......".T x ............ S6x4x / ....... / / S6x4x / ... ....".:."..:TSfix x. TS6rc�kx / :•::." .::TS &x4.x. .. :: ::•TS6x4x :..:TS6x4x.;F FS6x4.x. /... TS6x4x. 4 x ................1... .......1... ......: } •. ............. ..................... ................. .TS6x4x /q TS6x4x /q .TS6x4x' /q TS6x4x� /q TS6x4 1/q TS6x4x1 /q TS6x4x', TS6x4x' /q TS6x4x'/q T 6x4x� /q 1 MINIMUM LENGTH OF't CONTINUOUS DECK S3.3 Q -♦ J U_ X x c0 H 12' -0" 12' -0" 12' -0" 12' -0" _ 12' -0" 12' -0" 12' -0" 12' -0" 12' -0" 12' -0" : 0 �4.,-)) �jb �b - b) J5 IC3 cl U. 5 5) A 1z 3) �jo HIGH ROOF FRAMING PLAN SCALE '/8 =1' -0" NOTES: 1. FOR GENERAL NOTES & TYPICAL DETAILS SEE SHEETS S1.1- S1.7 2. VERIFY ALL DIMENSIONS BEFORE START OF WORK. 5. SEE ARCH'L DRAWINGS FOR DIMENSIONS, ELEVATIONS, ETC. 4. Dom.- INDICATES DIRECTION OF STEEL DECKING AND SLAB CONSTRUCTION. SEE SCHEDULE 1/S1.6 5. INDICATES 6"x16GA METAL STUDS ®16"o.c. W/ 15"/32" STRUCT -1 PLYWOOD WITH #10x1 LONG FLAT HEAD SCREWS 04 "o.c. E.N. 012"o.c. F.N. 6• FRAME INDICATES TYPICAL BRACED FRAME ELEVATION, SEE A /S3.2 G 7. INDICATES COLUMN, SEE SCHEDULE ON S2.1 8. * ------ ►► INDICATES BRACE, SEE 2/S2.1 5. 19' -0" TS10x4x'/4 FLAT W14x22 (REMOVEABLE "* ' FOR MECH. UNIT -: REPLACEMENT) W14x22 2 SIM. �.30. H. Q U E� 2 �+ �t x _ c0 W14x22 �► cI S3.2 �' � • � X i W14x22 Z J ; U_ W14x22 1- (REMOVEABLE Q J FOR MECH. UNIT � REPLACEMENT \`� 2 X x; TS1Ox4x� /4 FLAT 19' -O" 5. 4 S3.3 & SABOL Consulting Structural Engineers, Inr_ 2116-_ Arlington P 323.7331640 Avenue F 323.733.8682 Los Angeles, CA 90018.1398 QRpFESS/ q Amtrak °5 °R 3175 Stationc' * �3, -0, ^* 9� UCT�� OF CALIF BakersW CA 2ND BID SUBMITTAL 6 -22 -99 BID SUBMITTAL 3 -15 19 BUILDING DEPARTMENT SUBMITTAL 3 -02 =9 50% CONSTRUCTION DOCUMENTS 2 -15-;9 C. 100% DESIGN DEVELOPMENT 2 -18 f9 SCHEMATIC DESIGN SUBMITTAL 9 -25 -98 Na Deeattbn Date iceY Plan to be de- emmp.a Sheet 71Ue ROOF PLAN & HIGH ROOF FRAMING PLAN' Do% 9-25 -98 scale 1180=.p -Ow 98 G178 S23 suet Nueber S23 -139 , ............. „.Zw C ANO PY :'- V \' . ....... . 2.., \ r :• �.z,w „..w,„ -„ : S2m4 ,..vaw•h � „..w.w•w•'".. • V i ,..:.., -.^ t` F ' \ to ............. I tt x}� „.Zw C ANO PY :4t ........... : . ....... . 2.., -..., wpm„„....• r :• �.z,w „..w,„ -„ : S2m4 ,..vaw•h � „..w.w•w•'".. • V i ,..:.., -.^ t` I tt x}� „.Zw C ANO PY „.. i ........... : . ....... . 2.., -..., wpm„„....• r :• �.z,w „..w,„ -„ : S2m4 � „..w.w•w•'".. • V i ,..:.., -.^ t` vy, +, n S t +, .w• Y^ j : \.•.,•• l.f•• \... a •.,%`- ,e{: A+ee,+eQeP 'A,h,\, Y<We, dh \l W 1A \ . .'S \ \x\ N.. •••^”' i , i}ava+}}t mT. ,wte�+Ew •w})o}aaax }� \ \w,vx aa+oa,,W a,\wWU d}a,' Woe.+ WeeaaaW .xavdx+ da+avooa as \ \+nvay,. p3.^ee'"'•�°'}d�`, ••'•_ \•`- \W vXK,W\v T'QW:W,•v� xC. \ +,UOC �J: K”' �', A\ tU, W'•"+ �.+ 0.WMC '•`k4,+>. \ \,H•--- .1,xQ,Px••: ? ..'- ' •' ,lti \•••••••NK - \•:Ad d],+Cdl \,tlf ♦ ......w..,_\ dCCON4+} Weooadxo oavesealw eaemveec eaedT.Wx }aa,\wx }a}.wauc a,vma+e +,}aw.Nee Wn�W.ve „..w j .w•+ -•• a i , ............ .aaa.,,a,•,.,«, ........... ......... .............. _aa«....,..•.•,.....-..............a_a. a.....,..,,•,.,,.+,,,..,_,,,,.__.,,,,,.. a..a,.,,,,•,•,. ................. .,,,,a,,,,.,,,,,,,,,,. ................. . .............. ._ ____- -___,.,, �a,,..,,...,,,,,,,........._....._......,,.,,,.:,..,,.,.,.rr,,,.._._....._.....•..,,,,,,+,.,,,,,,, ,..._......._......,,,,.,.,,,,r k ....:i„ + v v + w .w ,.•.,,.. . .... _..._ ,. .,+....................\,. . + ...... ......_.. .. .............. .................v ...... .. ...w,...._ 'h ............__... . .. y .._.....w,+a,+.,...w,+.n ....._.... .t\ ..w.., ,. v v ♦ v b v , + + ., i' , a , 1 1 I w /• 1 I •ti `�. I I i z' � , v w v d + f• � .�, r ::• IW a w r p ♦ 5 F5 F5 F j 17511 F5 jt r ri ++ f• i i 1 r• /b ?: i i. 2: iy I 1 I I r`4 i ?: is { F5 F5 , ...... { \ { f,r i k j F- if \ \ %'•, i ? $.. J , , N .. .ri:iy:.a , , 4 { \ a \ b f w , • 1 J , , v 3r: t <\•f' t : a , a K. ��`�', t H Y ,. , N Y n Y r Y � w +• \ {` \ ,`. - , r/ ``•.:.• ,� !" R \,,..F , a , + + c t � Y , •'k , v , , ., \ v , Y 4 , + w ,r , b v ' H � �:`� \,� `•,+ :'\ .) f•' °• \\ � \�,«. ? +•2>' ' } •x W r w 4 Y t\ \ \ + + v \ � fi'• Y f' A. \ O t + H n w y + •x w _ ' ,v. ` , .Y + v. , b , v n w , b W v } n N l �', .�r• {' , v .i tr Y f W tr , d , a , J W '•J , , •' + < W F \ 1 + d W v , 4 'x N d r + d ` w v % � i ? d� \ �` } }{ • \, , w , , • + 4 - \., \ • v d , v n n r d v w r` �+,.:r ^'` a• -�� ,l\ r�•• `' f � / n , a \F , a t 8 f Y , + v N + Y , N v b , v \ �•" a k 4 d w ^• -� ' , , % W + N n w Y b n w N n a Y ., ` :`\ FJ`. ;.' •�:` �"� i{ s 7 : ,- > w , , } v , , N Y Y v n N Y V Y `•\ r' \\ \ \ F :` !•. � 3`^"'+�\ t f,:. a , a v d a Y , t• M1 , t a •,Y B , , W , w •> a w , -w •x , d f •W T N , Y N RAI • v n H w '; Y „ a Y♦ 4 � a w N a Y ` �t � _` " y % , Y w , , , k t' <, , , 1 K• b a N tr a try } a ; a N a a d y d tr w ^_.v:,, �: \ ;1 { +,. + W / + a - w v Y f x d K Y a , , { J n , n % n , w • a _ +r. + f f a y 1 •. ,v , ♦Y r \ \, r , _ ff 1 r 1 4• . i' 4� , y E � ?F•• F7 ew F { r \ G 1777 • `Y. � fJ \ F` 1 •\ s : k' G F7 fi. w w. a G F•. F f f• f y 'F J F . j. „..ww"w.• t rf.z ID rr� .A• f ,{� i I ;:J• 1 1 F. :f 1 L -- ' - -- i; ii '.S •i F` { \ F { ' f \ r{ ?F•t \ a F7 \ %F- ,{ i� G, i •v.. F GYP.® \, BUS S3.1 `\ CANOPY \ :a `f :r{ i? J{ f rf R 1 { ` :2 4` _ i �• I t• _ •f\ >IS; F5' ,Tr F• \ T l , , \\ v , , t i � v\ : +a F f•: \ F F \ G� { r F fr :f I \: 1 'k ;f : .\ i•: '1al , ^..; ` {' A . �O U N D A DIY/ Y CAN ., SCALE NOTES: 1. FOR GENERAL NOTES & TYPICAL DETAILS SEE SHEETS S1.1— S1.7 2. VERIFY ALL DIMENSIONS BEFORE START OF WORK. 3. SEE ARCH'L DRAWINGS FOR DIMENSIONS, ELEVATIONS, ETC. 4, F2 INDICATES PAD FOOTING SEE SCHEDULE 2/S1.2 Y5. INDICATES COLUMN, SEE SCHEDULE ON SHEET S2.1 F' s i` i, ?: ?i { F7 •ic••a:'::4: `�.._..fi`tr* �. \\.. "'ire' , :s.mcs .,. :r., ^. .- .., .... +: ih ••w .:.............. ...........:,:, as w w z :......� xc «,... �:; :....- ...... i ji :•)x{ {, : j W , v d" v d tr v b Y a 4 w v , , , v J �+�4•• Y' , • , ♦ d N n w b a d :rf �j :� Y w d , n K• f :f 1 , d , � 1 _ f ?� ' { , { , 4 v v v b W ,i r , :i- ,, 1 ? V v F s 77 4 \. 5 J. F5 1�, , a Y a . -. r v 4 - , \ v\••• , , b \ n W ?` \ \ 4 a r' . 1 ir 1 J �+ r\ 4 1 ✓ F'` , a 1 \ I .. G 1 + �1 .a w.w• .w .v.,,• 1 ? ^F7 , : J r F ? a ? {vr .- :'j f r �w J�IFr W m .• .,• .,- :r'.'w+. v,� \,,� v,. { \•�.,.. .: max :” : >:: wY'r �, ? :.,5..: \':ll, z G '�a• .a , \ , ,J W. a..w.w•w• wr-• / ! ? r,w .......... Z , Jam,•, f :vY vh' .h C u �\ :\ 2 i° 2 ^ r +. Proj�oi — _ I Amtra ° ND _- 3175 0 m Statio 0-31-M �F CAL \F Bakerefleld, CA —2 —99 6 2 I 2 ND BID SUBMITTAL 3 BID SUBMITTAL —15 -9 BUILDING DEPARTMENT SUBMITTAL 3 -02 -9 50% CONSTRUCTION DOCUMENTS 2 -15 -9 _ 2 1 8_g 100% DESIGN DEVELOPMENT —25 -98 9 DESIGN SUBMITTAL ITTAL SCHEMATIC S Nm Descrkydw Date Kw Pan i0 be do, Ism 11 et" C ANO PY P LAN FOUNDATION ........... : . ....... pmw Nm w 98 -G178 -..., wpm„„....• CIAD FM S24 S2m4 - 13� • ' t''w a t` vy, +, n S t +, •.x dd , l.f•• , ^..; ` {' A . �O U N D A DIY/ Y CAN ., SCALE NOTES: 1. FOR GENERAL NOTES & TYPICAL DETAILS SEE SHEETS S1.1— S1.7 2. VERIFY ALL DIMENSIONS BEFORE START OF WORK. 3. SEE ARCH'L DRAWINGS FOR DIMENSIONS, ELEVATIONS, ETC. 4, F2 INDICATES PAD FOOTING SEE SCHEDULE 2/S1.2 Y5. INDICATES COLUMN, SEE SCHEDULE ON SHEET S2.1 F' s i` i, ?: ?i { F7 •ic••a:'::4: `�.._..fi`tr* �. \\.. "'ire' , :s.mcs .,. :r., ^. .- .., .... +: ih ••w .:.............. ...........:,:, as w w z :......� xc «,... �:; :....- ...... i ji :•)x{ {, : j W , v d" v d tr v b Y a 4 w v , , , v J �+�4•• Y' , • , ♦ d N n w b a d :rf �j :� Y w d , n K• f :f 1 , d , � 1 _ f ?� ' { , { , 4 v v v b W ,i r , :i- ,, 1 ? V v F s 77 4 \. 5 J. F5 1�, , a Y a . -. r v 4 - , \ v\••• , , b \ n W ?` \ \ 4 a r' . 1 ir 1 J �+ r\ 4 1 ✓ F'` , a 1 \ I .. G 1 + �1 .a w.w• .w .v.,,• 1 ? ^F7 , : J r F ? a ? {vr .- :'j f r �w J�IFr W m .• .,• .,- :r'.'w+. v,� \,,� v,. { \•�.,.. .: max :” : >:: wY'r �, ? :.,5..: \':ll, z G '�a• .a , \ , ,J W. a..w.w•w• wr-• / ! ? r,w .......... Z , Jam,•, f :vY vh' .h C u �\ :\ 2 i° 2 ^ r +. Proj�oi — _ I Amtra ° ND _- 3175 0 m Statio 0-31-M �F CAL \F Bakerefleld, CA —2 —99 6 2 I 2 ND BID SUBMITTAL 3 BID SUBMITTAL —15 -9 BUILDING DEPARTMENT SUBMITTAL 3 -02 -9 50% CONSTRUCTION DOCUMENTS 2 -15 -9 _ 2 1 8_g 100% DESIGN DEVELOPMENT —25 -98 9 DESIGN SUBMITTAL ITTAL SCHEMATIC S Nm Descrkydw Date Kw Pan i0 be do, Ism 11 et" C ANO PY P LAN FOUNDATION 9 -25 -98 vie ml'-O" pmw Nm w 98 -G178 CIAD FM S24 S2m4 - 13� IN . M, V]#v vo% CANOPY FRAMING PLAN Date sow* ........... 1/1ewu1f-ow Frojeot WOW GO FN 98-G178 S25 8111” w1dw S 2.5 7. V_ 139 — 0 1 ,a t T S1 Ox6x3/8 ' ' 51 TS10x6x% TS10x6x% w 1 lOX19 C1003.6 .... ... .. ... . x C1000 MC1003.6 ------ -- -- fl 0X30 MC1003.6 wi oxi 9 WlOX19 C> TS10x6x3 e ... ...... ... TS1 Ox6x"/8 LU z '�—TS1044 MEN V]#v vo% EU TZ11foll/t - 'u .... ........ '4 II .. . ....... . ....... . ..... . . .......... .... .. . . ....... . . . ....... .... ........... ... . ............................. ---------- . .......... ............. .................. . ..... . ..... ......... . . ...... .............. ---- -------------- ............ .......... w?"\ xowo 00\0 .............. .......... . . ................. . ................ ..... . . ................. . ........ ................ . . . ............ . . ................ . ................. . ................. . ...... . ................. ............ - - - ----------------- . ................ . ................ - - ----------------- . ................ - - - ----------------- . ................. . ................ . ................ TYP.O rA WlOX19 MC10 BU S S3*1 CANOPY o MON TSlOx6x% TS1 Ox6x3 TS10x6x3/ TlO6x8 % TSlOx6x% Tslox6x% TSlox6x3/ 8 TSlOx6x% TSlOx6x% TS10x6x3 /g TSlOx6x% TS10 x6x3 % TS1 0x6x' % 0/ TSlO6 Ox6x% AXI/ C0w10kT9' e 03.6 , WTOXIT-- wtogig mlg ... ...... .. .. ...... ..... wrorgig mokir WIOX19- . . . ... ...... . . . ...... ...... .. --- . ...... ...... wt .... ..... Cl 7."w1w9 MC1003.6 n, _ , , " . . ..... .... ...... ... ...... C1 000 C1000 CIOX30 C1000 C1000 V1 f� ..... ...... ... . C1000 CIOX30 C1000 9 MC 10x33.6 i Moo .. .... ... ...... ... ­­_� ..... ... Cl C1 000 CIOX30 C1000 C1 OX30 MC1 OX33.6 !1 ClOX30 Cl 000 C1 Ox3O ClOX30 5 C1000 C1 OX30 Typ. w10x19 WiNIA Wl 00 9 C1000 C1000 C1 0x30 C1000 C10 Cl OXX S .1 19 WlOX19 ClOX30 MC1 003.6 . . . .... ...... ...... .. . . . . . ...... ...... 'Cil WIOX19 WlOX19 wioxig w10x19 WlOX19 ...... ...... ... L-W, _0X1 9 W10X19 wioxig wi oxi 9 Wl 0x1 9 TS10x6x TS10x6x'/8 . . ...... .. ... ...... TS1 Ox6x % . ... ...... ...... .. 40 . .... ... .. ... .. ... .. ...... .... % TslOx6x% TSlOx6x/8 TS10x64/98 . ...... ..... ..... ( . ..... ...... ..z I . .... ...... ..... -l' LU TS10x6x1/8 TSlOx6x% TSlOx6x% TSlOx6x% 55' TSlOx6x% TS1 Ox6x. Y. TSlOx6x% z TSlOx6x% TSlOx6X/8 5A TYP. 0 TS10x6x% S3-1 CORNERS ti OF CANOPY I - - TYP.O B ox TRAIN CANOPY ...... ..... ....... VOW R V Ox 8 .. ........ v. S3.1 151 T 0 0 151 cot . ..... -------- .1Z 56 TYP. �j S3.1 t 151......... . .......... .--,5A- LAN CANOPY FRAMING P -- — _-_ . ....... b ...... ....... .m -.v.m .n „m•, w ,w.. �.,w.,�,w. v.w�.. , SCALE 1/167=1'-Cr NOTES: 1. FOR GENERAL NOTES & TYPICAL DETAILS SEE SHEETS S1.1- S1.7 2. VERIFY ALL DIMENSIONS BEFORE START OF WORK. 3. 1 SEE ARCHL DRAWINGS FOR DIMENSIONS, ELEVATIONS, ETC. 4. - D1 INDICATES DIRECTION OF STEEL DECKING AND SLAB CONSTRUCTION. SEE SCHEDULE 1/S1.6 5. INDICATES BRACE SEE ELEVATIONS ON S3.1 & SABOL Consulting Structural Engineers, Inc. 2116 Arlington P 323733.2640 Avenue F 323.733.8682 Los Angeles, CA 90018.1398 N A Amtrak Station Bakersfield, CA 2ND BID SUBMITTAL 6-22-99 BID SUBMITTAL 33-15-9 BUILDING DEPARTMENT SUBMITTAL 3-02-9 50% CONSTRUCTION DOCUMENTS 2-15-9% 100% DESIGN DEVELOPMENT 2-18-9E SCHEMATIC DESIGN SUBMITTAL 9-25-98 No. Description Date Kw Fm to be &VdWd Sheet Mft CANOPY FRAMING PLAN Date sow* ........... 1/1ewu1f-ow Frojeot WOW GO FN 98-G178 S25 8111” w1dw S 2.5 7. V_ 139 — 0 1 ,a t EU TZ11foll/t - 'u .... ........ '4 II .. . ....... . ....... . ..... . . .......... .... .. . . ....... . . . ....... .... ........... ... . ............................. ---------- . .......... ............. .................. . ..... . ..... ......... . . ...... .............. ---- -------------- ............ .......... w?"\ xowo 00\0 .............. .......... . . ................. . ................ ..... . . ................. . ........ ................ . . . ............ . . ................ . ................. . ................. . ...... . ................. ............ - - - ----------------- . ................ . ................ - - ----------------- . ................ - - - ----------------- . ................. . ................ . ................ TYP.O rA WlOX19 MC10 BU S S3*1 CANOPY o MON TSlOx6x% TS1 Ox6x3 TS10x6x3/ TlO6x8 % TSlOx6x% Tslox6x% TSlox6x3/ 8 TSlOx6x% TSlOx6x% TS10x6x3 /g TSlOx6x% TS10 x6x3 % TS1 0x6x' % 0/ TSlO6 Ox6x% AXI/ C0w10kT9' e 03.6 , WTOXIT-- wtogig mlg ... ...... .. .. ...... ..... wrorgig mokir WIOX19- . . . ... ...... . . . ...... ...... .. --- . ...... ...... wt .... ..... Cl 7."w1w9 MC1003.6 n, _ , , " . . ..... .... ...... ... ...... C1 000 C1000 CIOX30 C1000 C1000 V1 f� ..... ...... ... . C1000 CIOX30 C1000 9 MC 10x33.6 i Moo .. .... ... ...... ... ­­_� ..... ... Cl C1 000 CIOX30 C1000 C1 OX30 MC1 OX33.6 !1 ClOX30 Cl 000 C1 Ox3O ClOX30 5 C1000 C1 OX30 Typ. w10x19 WiNIA Wl 00 9 C1000 C1000 C1 0x30 C1000 C10 Cl OXX S .1 19 WlOX19 ClOX30 MC1 003.6 . . . .... ...... ...... .. . . . . . ...... ...... 'Cil WIOX19 WlOX19 wioxig w10x19 WlOX19 ...... ...... ... L-W, _0X1 9 W10X19 wioxig wi oxi 9 Wl 0x1 9 TS10x6x TS10x6x'/8 . . ...... .. ... ...... TS1 Ox6x % . ... ...... ...... .. 40 . .... ... .. ... .. ... .. ...... .... % TslOx6x% TSlOx6x/8 TS10x64/98 . ...... ..... ..... ( . ..... ...... ..z I . .... ...... ..... -l' LU TS10x6x1/8 TSlOx6x% TSlOx6x% TSlOx6x% 55' TSlOx6x% TS1 Ox6x. Y. TSlOx6x% z TSlOx6x% TSlOx6X/8 5A TYP. 0 TS10x6x% S3-1 CORNERS ti OF CANOPY I - - TYP.O B ox TRAIN CANOPY ...... ..... ....... VOW R V Ox 8 .. ........ v. S3.1 151 T 0 0 151 cot . ..... -------- .1Z 56 TYP. �j S3.1 t 151......... . .......... .--,5A- LAN CANOPY FRAMING P -- — _-_ . ....... b ...... ....... .m -.v.m .n „m•, w ,w.. �.,w.,�,w. v.w�.. , SCALE 1/167=1'-Cr NOTES: 1. FOR GENERAL NOTES & TYPICAL DETAILS SEE SHEETS S1.1- S1.7 2. VERIFY ALL DIMENSIONS BEFORE START OF WORK. 3. 1 SEE ARCHL DRAWINGS FOR DIMENSIONS, ELEVATIONS, ETC. 4. - D1 INDICATES DIRECTION OF STEEL DECKING AND SLAB CONSTRUCTION. SEE SCHEDULE 1/S1.6 5. INDICATES BRACE SEE ELEVATIONS ON S3.1 & SABOL Consulting Structural Engineers, Inc. 2116 Arlington P 323733.2640 Avenue F 323.733.8682 Los Angeles, CA 90018.1398 N A Amtrak Station Bakersfield, CA 2ND BID SUBMITTAL 6-22-99 BID SUBMITTAL 33-15-9 BUILDING DEPARTMENT SUBMITTAL 3-02-9 50% CONSTRUCTION DOCUMENTS 2-15-9% 100% DESIGN DEVELOPMENT 2-18-9E SCHEMATIC DESIGN SUBMITTAL 9-25-98 No. Description Date Kw Fm to be &VdWd Sheet Mft CANOPY FRAMING PLAN Date sow* 9-25-98 1/1ewu1f-ow Frojeot WOW GO FN 98-G178 S25 8111” w1dw S 2.5 7. V_ 139 — .. A 7M�_� &SABOL Consulting Structural Engineers, Ina 2116- Arlington P 323.733.2640 - Avenue F 323.733.8682 Los Angeles, CA 90018.1398 Amtrak Station Be kersfleld„ CA /3175 0 `r R o3- 3t•-ot a �\w WC 2ND BID SUBMITTAL 6 -22 -99 BID SUBMITTAL 3 -15 -9 BUILDING DEPARTMENT SUBMITTAL 3 -02 -9 50% CONSTRUCTION DOCUMENTS 2 -15 -9 100% DESIGN DEVELOPMENT 2 -18 -9 SCHEMATIC DESIGN SUBMITTAL 9 -25 -98 No. j Description j Data 4- Kr„ No to be drvdoW 81 IN rdb SECTIONS wft scab - 9 -25 -98 FLANGES 8 G178 S31 w" mow S3ml '?, V - ) e3 4� +WEB 3/16 W1 Ox 2 R1 /q OTHIRD PER PLAN POINTS (TYP.) 6 WELDED - -- CAP R1" I i C10x I 1/2 FULL HT. PER PLAN 7 STI FF. R BOTH C10x PER SIDES 4 PLAN BM ®BUS I i _ -- CANOPY ONLY I 3 /16 TS PER I I I I / - - - -- -------- - - - - -� PLAN 1 "0 SEMICIRCULAR AIR BLEED HOLE (OPPOSITE OF GROUT HOLE) TS BEAM PER � PLAN $ DETAIL AT CANOPY 4 --------- - - - - -- — / COLUMN PER PLAN - FILL WITH GROUT q SYMM. h'_1 "x227SQ. SYMMETRICAL SEE OC ON 2/S1.2 FOR ANCHORS & UPLIFT R SYMM. SEE 1/2" 2" 2" _ THREADED STUDS (ARCH. BMPER PLAN - 1 „CAP R 1 FOR PAVING - -- SEE ARCH. = ---- --------- ----- ----------- - - - - -- ---- - -• - -- ------------------------------------ #5012"o.c. :.:............... ........ ..................... ................................... . .........:.: 24„ ....... ................................................................................... ............................... ri-----------•-----• ---- -- ...--- °- 00 .. ............... .......•--••-•---._.....-............ ............................ _. k� 7i-- -- - -.. .................. .. m •< :. ::.: : :............{ ---- °- -- - °--.............- .. � \�#4012"o.c. ' I I #4 HAIRPIN r- TCONC. DOWELS 012 "o.c. WALL COL. PER 0#5 WELDED SEE PLAN PLAN TO COLUMN PAD FTG. SIZE C10x OR I C10x OR MC10x 12„ #5012"o.c. #4 CONT. PER PLAN PER PLAN I I TOP & BOTT. ZA; 24" 36" TOP & BOTT. 3 -SIDE TYP. FOR BOLTS SIZES SEE SCHED ON 2/S1.4 NOTE: FOR HEIGHT OF CANOPY SEE ARCH. SECTION 7 SECTION 3 TRAIN PLATFORM CANOPY SECTION B • /BEAM WEB C10x, SEE PLAN I I 6» I I 1 /4 S 1/4 1/4" TS SEE PLAN I I TS BELOW 1 "CAP " = I I R3/ COVER PLA�E THREADED - - - - STUDS 4_ 81/4x2" x TYP. I i 0 O 3 GRIND SMOOTH EXPOSED FACES I I I I----- ------- - - - - -_ - - - - -- 1/27 RADIUS Lill BM. SEE PLAN NOTE: W10x SEE PLAN BM. SEE PLAN i HOLE TO OCCUR ON ONE SIDE OF TS12x I ONLY. TS SEE PLAN I I I I TYP 1/ ( DETAIL AA I 4 C10x, SEE PLAN I I N.T.S. „ 2 0 HOLE FOR TS BEAM GROUT FILL ( PER PLAN TS BEAM 11/2 =1' -0" INS INSTALLING ISTEE) 11/2 =1' -0" ------ - - - - -- — — — — — — — — — — ---/ PER PLAN I SECTION 6 PLAN DETAIL 2 P RMPLAN BEAM PER PLAN TS COL. 10' -0" OR 8' -0" PER PLAN -12" FILL WITH GROUT -, TS PER TYPICAL PLAN R1 „ x22 "SQ. WELDED SEE O ON 2/S1.2 FOR > > C10x OR TO5 TS COL. ANCHORS & UPLIFT R MC10x BEYOND SEE PLAN L-1 1 Ll o r - -- TS1Ox6 OR TS6x4, SEE PLAN =N O 204 DETAIL SB I I TS10x6 OR HAIRPINS I o I TS 10x4, SEE SECTION I ( I SEE PLAN i I I — — — — — #4 012 #4 HAIRPIN D PAD FTG�. SIZE 5EW O1 Dox. - - - - -- TO COLUMN 12" N AA NOTE: T OF CANOPY 24” -- DETAIL 'SA SEE ARCH. 1"=1'-0" 1/4 =1' -0" 1/4 =1' -O" DETAILS ® END OF CANOPY 5 TRAIN CANOPY /TRELLIS DETAIL 1 BUS CANOPY SECTION A A 7M�_� &SABOL Consulting Structural Engineers, Ina 2116- Arlington P 323.733.2640 - Avenue F 323.733.8682 Los Angeles, CA 90018.1398 Amtrak Station Be kersfleld„ CA /3175 0 `r R o3- 3t•-ot a �\w WC 2ND BID SUBMITTAL 6 -22 -99 BID SUBMITTAL 3 -15 -9 BUILDING DEPARTMENT SUBMITTAL 3 -02 -9 50% CONSTRUCTION DOCUMENTS 2 -15 -9 100% DESIGN DEVELOPMENT 2 -18 -9 SCHEMATIC DESIGN SUBMITTAL 9 -25 -98 No. j Description j Data 4- Kr„ No to be drvdoW 81 IN rdb SECTIONS wft scab - 9 -25 -98 AS NOTED 8 G178 S31 w" mow S3ml '?, V - ) e3 4� CURTAIN WALL 6"x1 6GA STEEL TS PER SYSTEM, SEE DBL. 6"x1 6GA. STUD I /- O.C. PLAN ARCH'L ........... BOX STUD AT EACH CORE ....... ..... . .. ----------- ...... .. .......... ...................... .............................. ............... ............... ---------- ---- ---------------------- ------------- -------------- - ................................... .......... ............................. MECH. DUCT, SEE MECHANICAL — — — — — — — — — — DBL 6rx16GA. BOX STUD AT 6"x1 6GA. METAL --EA. END is D B B BOX STUD UD 6"x16 ca T O.C. END STUDS 016" is 6"x1 6GA. METAL STUDS FLAT 0 1 Co. c. . . . . . . . . . . . -------------- (2)#8 SMS OEA. STUD TYP. 16GA. UNPUNCHED N PU NCHE TRACK, TOP & _/ ---� r- BOTTOM. TYPICAL — 1/8 1 -6 DOUBLE BOX STONE VENEER & STUD SHEATHING, SEE @BOTH"-, ARCH. ENDS 8 6 3/;=,,_Cr TYPICAL SOFFIT FRAMING 3 7-. BM. PER PLAN ..................... ................ ..... . . . . . . . . . . . . . . ...... ...... .................. -------------------- - - - - -- - - - - -- ------------------------------ ........ --------- .................... ... .... . .. ... ........... ........ METAL DECK SEE PLAN 3" CONC. OVER METAL DECK OVER 0 ELECTRICAL ROOM ONLY METAL JOIST, SEE PLAN FOR SIZE & SPACING NOTE: FOR BALANCE UNDER CONCRETE OF INFORMATION SEE 3/---. SOFFIT FRAMING OVER ELECTRICAL ROOM O BACKING & FINISH SEE ARCHL H METAL STUDS 2 ELEVATION 4 S S4.1 im. ------------------------------------------- 11 ---------- ...... ......................... ............................. ............ --.- ........ ........... ............................ ............................. - ......... ELEVATION B 20 MATCH 8 9 TYP. 86% WIDTH O.H. METAL DECK S4.1 S4.2 SEE PLAN DECK ----- ----------------- 10 (4)%"0 BOLTS PER PLAN BM. TYP. PLAN PER S4.2 O.H. f. ................................................ 4 .................. ...... COL PER 10 3 • PLAN ........... ........................................... 5/16 TS PER - --- ----------- ... . ....... . ..... EE ARCH. PLAN TYP. CONNECTION 1"0 ROD ....... FOR PIPE O INFO. METAL STUDS . ....... .... .. AT COLUMNS ---------- ...... ..................... SEE PLAN .......... t�- BUCKLE FOR SIZE .... ...... ................... . ............ ......... .......4........: ....... ......... .............. (ALIGN W/ RIDGE) .......................... "I .. ......... S4.1 .. .... .............................. - 4 ----- - S4.1 1"0 ROD .. ..... .. oe COLUMN COL. COL. PLYWOOD SHTC. Q PER PLAN PER PER & STONE VENEER METAL STUDS SECTION 5 TYP. I- PLAN PLAN SEE PLAN FOR ...... BOTH 1r+ S4 ...................... ....... ......... ....... .... SIZE ENDS ................ - ----------------- -------------- .......................... ............... ...... .. . ............... ... J* --- -------------- --------- ....... ...................... TYP 3 3 TTYP n O.H. 7 ...... SOFFIT I. .......................... .. t .. ............................... TS6x.4x! -- ---- ...... .............. ------ ........... ....... ......................... Ll= ... .. ......................... .................. .......... .................. .. .............. .. ..................... ........................... ....... ..... ------- - ----- -- - .......... I .............. ------- -- -.-. ----- ...... .......................= ...................... ....... ......................• + ...................... TS8x4 ................. ... ................ . •........ ..... .................... ...... . ..................... -- --------- - -------------------- SEE PLAN 3 1 S8x4 TYP 2 S4.1 2 SEE PLAN .. ..... ................................. COLUMN .......................... .. . ....... . .... .. .......... 13 ................................. - ... ..... ........ . ............... .... ................................ .. ....... ..... PER PLAN . .............. * ...... .... --- ------------------- .......... -- -------- ---- J- ...... .. ...... I ..... ..... . .. . ........... .. .......................... "p .. ........ ...... . ... .......................... ......... .. .... A 0 ------------ .. .... ------ . .. . ............. . ... ... .. .... ...... ....... ...... ......... .............. .. .............. . ..... ..... EXTERIOR 0 FIN. GRADE ............ .......... ------------ ................ . .............. .. ..... .......... .... . 0 ------------ --- ......... .... ... .......... ... . ................. ........ ... ... .......... . .............. . ........... ............. ..... ................ ................. 0 .. ............. .. ............. ............ ..... 0 ............... ........ ........... ......... ...... ................... ----------- - ---------- ............. . ..... ........................... . .......... - ------ - ---- ........................... ............ . ..... . S4. 1 r9 L O.H 0 ..................................................... . ..... .. ................................... .... S4-1 .. .......................... ----- - - S4.1) 2L l � � J I t WALL SECTION 1 SECTION C TYPICAL BRACE FRAME ELEVATION C 7,77 Vl� &SABOL Consulting Structural Engineers, Inc. 2116 Arlington P 323.733.2640 Avenue F 323733.8682 Los Angeles, CA 90018-1398 1 Amtrak Station I BakersW CA /eR °F D �i75- Arn 03--31-01 ::0 41/c, w �phrwr OF C 2ND BID SUBMITTAL 6-22-99 BID SUBMITTAL D3-15-95 BUILDING DEPARTMENT SUBMITTAL D3-02-9S 50% CONSTRUCTION DOCUMENTS 012-15-9� 100% DESIGN DEVELOPMENT 12-18-9E SCHEMATIC DESIGN SUBMITTAL Nm D"a"m Date Key Pbn to be droidoW a so MU SECTIONS AND ELEVATIONS 9-25-98 AS NOTED ftied ftw6w GO Fb 98—GI78 S32 a" PkA *10 3.2 9` Y 3� 7 ' F ! Amtrak Station BakersW CA QROFf,SS /(� q sN/ DR�sl/ X8175 rT rT 4F 2ND BID SUBMITTAL 6 -22 -99 BID SUBMITTAL 3 -15 -9 BUILDING DEPARTMENT SUBMITTAL 3 -02 -9 509 CONSTRUCTION DOCUMENTS 2 -15 -9 100% DESIGN DEVELOPMENT 2 -18 -9 SCHEMATIC DESIGN SUBMITTAL 9 -25 -98 Nm Description Date Key Plan to be dwMope sheee Tltle SECTIONS AND ELEVATIONS Da. 8cde 9 -25-98 AS NOTED P %Isot Nwdw CM Fft - 98 -G178 S33 Sheet W." S33 6 ji, ?, v- Prow &SABOL Consulting Structural Engineers, Ina 2116 Arlington- P 323.733.2640 Avenue F 323.733.8682 Los Angeles, CA 90018-1398 QROFESSIpy9 l Station M OF C BakersW CA e* I 2ND BID SUBMITTAL 6-22-99 BID SUBMITTAL D3-15-9 BUILDING DEPARTMENT SUBMITTAL D3-02-9 509 CONSTRUCTION DOCUMENTS D2-15-9� 100% DESIGN DEVELOPMENT 12-18-98 SCHEMATIC DESIGN SUBMITTAL 9-25-98 No. Description Date VA„ NO to be ftvdoMd at" SECTIONS BM. A BM, B Dft 5/, 6 3-12 1 USE SAME BOTTOM CONNECTION rr-n JIM 10 — — — 1/4 . 98—G178 1 1/2 GAP BETWEEN TS PER PLAN 5" q, -1 g ... ... DETAIL A-A W.P. BEN METAL DECK TS PER .� /I TS PER PLAN % PER PLAN SECTION 7 /is 1/ "R EACH SIDE WeLD Z ON FAR BENT SIDE OF OPPOSITE % T_ BOTH SIDES BEAM 5" rl 4 COL. PER 5/16 -12 S4.1 PLAN A A .... ............... . .. PIPE COL. SECTION A 0 PER PLAN WlOx PER W.P. %ft PLAN TS BRACE II W1Ox BM. PER PLAN TS PER _2 I \ 11/,70 A325 BM. B WHERE FRAME OCCURS COLUMN PLAN V=v-on SEE DET. 4/S1.4 FOR TOP & BOTT. RS BOLT 1"=v-on BM. A PER PLAN i"= 1,-Cr AND WELDING DETAIL 15 TYPICAL SECTION DETAIL 4 0TS4x4 3 /16/ 2 METAL STUDS BRACE TM IN., SEE DIET. 4/S1.4 TYP., SEE PLAN METAL DECK TS BM. __V FOR TOP & BOTT. T_ A\ PER ELEV. AND WELDING OTS6x>6— 5 TS PER PLAN /16 OTS4x4 3/16 COLUMN PER PLAN ADDITIONAL WELD TO T-1/20 TS6x6 L RACE 9 2 STUD 7 T-3/80 TS4x4 TYF>.-- ID 3/16/ DETAIL A-A L rl 5/ OTS6x6 1 6 >CMIN< TYP. W. P. 4 7 /R TS BM. __ __ DETAIL 11 16 PER ELEV. CONT. BOX A STUD BLK'G BENT BOTH SIT)ES DECK WELDING PER 2/S1.4 TS BRACE TS BRACE 5/ W/(2)3/470 BOLTS SEE ELEV. TS BRACE PER ELEV. 1 6 2 1 3/16 SEE ELEV. II 3 -12 3/16 3-12 W10x V PER PLAN /�i �` \ / \ % CONT. L3x3x1/4 :7 3 /47 11/27=1'-Cr TYP. i"=i,-Cr 3/16 1�47 BENT It CONT. TS PER PLAN 4 DETAIL 18 PLAN DETAIL 14 DETAIL 7 DETAIL MIN. 9" OF STL STUD WELD PER SEE DET. 4/S1.4 STUD SPACE//1/8A-3016 T FOR TOP & BOTT. It PLYWOOD AND WELDING COLUMN MEATL SHTG . DECK Y; BENT 3/16 3-12 PER PLAN 6"BOX. STUD WELDING 111 CONT. TS6x4 `\ CONT. BLK'G. RELIEVING POUR STOP W.P. PER PLAN -3 /16 ---------------- ------ ANGLE PER TS BRACE PER ELEV. ALONG 4!' VERT. 1/4 -��-�B&� SEAMS OF LEG ON — - — - — - 20 2� OX SECTION O� BENT [It V TS BRACE WHERE FRAME METAL DECK OCCURS :j 1/4 CONT. L3x3x / SMS TO EACH X '/4 4 STUD IN BOX 3/1,[7 3-12 7 T %It Y�>_3/ 5"MIN STUD BLK'G BM. PER :1 16 TS PER z PLAN TS PER PLAN TS BRACE '00 PLAN MIN. 9" OF PER ELEV. WELD PER STUD SPAC 1/, 3 -30165 STONE VENEER BM. PER PLAN 3/16 &B OF BLK'G 18 1/8 4 A. END COL. PER PLAN W.P. 3/16 - MIN. STL. STUD 3 9n 1/2 " PER PLAN 1 " =1' -0" 1 " =1' -0" --- MIN. 1"=1,-0r SECTION 17 SECTION 13 DETAIL 10 DETAIL 6 DETAIL 2 COLUMN W10x PER Q PER PLAN PLAN 0 O BRACE PER A TYP. ELEVATION OTS4x4 3/ 1/2 T_%0 TS6x6 Q COL. 1/4 T- 3/80 TS4x4 \ \ \\ TS6x6 5/16 �6�"MIN. STUD PER BM. ELEVATION 5 16 OFFSET 131z 3/ 11Z AZ Z11 11Z Z11 IG_ 16 S PER rk BM TO (L COL. 1 BASE PLAN '/, m VERT. 0 2 M II #3 CLEVIS I FOOTING II W10x 11/470 PIN II PER PLAN TURNBUCKLE OTS4x4 W. P. S/ — 16 NOTE FOR BALANCE OF INFORMATION SEE 14/S---. /16V 1"0 ROD 0TS6x6 5 /16 MIN. OF ONE HALF 1/47 BENT RE Typ. MIN. OF SCHEDULE BASE CONT. 1 PLATE WIDTH PLAN DETAIL 16 SECTION 12 DETAIL 9 DETAIL 5 DETAIL 1 Prow &SABOL Consulting Structural Engineers, Ina 2116 Arlington- P 323.733.2640 Avenue F 323.733.8682 Los Angeles, CA 90018-1398 QROFESSIpy9 l Station M OF C BakersW CA e* I 2ND BID SUBMITTAL 6-22-99 BID SUBMITTAL D3-15-9 BUILDING DEPARTMENT SUBMITTAL D3-02-9 509 CONSTRUCTION DOCUMENTS D2-15-9� 100% DESIGN DEVELOPMENT 12-18-98 SCHEMATIC DESIGN SUBMITTAL 9-25-98 No. Description Date VA„ NO to be ftvdoMd at" SECTIONS AND DETAILS Dft 9-25-98 AS NOTED m MEOW cm ON 98—G178 S41 9" Number 4.1 q, -1 g a F%ojsd & SABOL Consulting Structural Engineers, Inc. 2116 Arlington P 323.733.2640 Avenue F 323733.8682 Los Angeles, CA 90018.1398 Amtrak 3175 o Expa1~•a1�1 Station OF CAI. \F BakersW CA 2ND BID SUBMITTAL 6 -22 -99 BID SUBMITTAL 3 -15 -9 BUILDING DEPARTMENT SUBMITTAL 3 -02 -9 50% CONSTRUCTION DOCUMENTS 2 -15 -9 100% DESIGN DEVELOPMENT 2 -18 -9 SCHEMATIC DESIGN SUBMITTAL 9 -25 -98 No. Descxl *m Date VAy FWAto b. dwdoW at" T11M SECTIONS AND DETAILS N" scab 9 -25 -98 AS NOTED ROW NW." CAD Pb 98 -G178 S42 S4m2 ?,1- 1.33 12 10 II W14x PER STONE VENEER, ' •'' � �� �I PLAN MORTAR & r ' ;`` BACKING— SEE y, `' `' I I S I) ARCT'L DWGS : II PLYWOOD Ir (2)3/44"se BOLTS '' ' I I WHERE ?> PER I� i PLAN i 0 TO EA. ANGLE TYPICf�L ` -. }' ' L3x2x /4(LLV) ( I OCCURS _ 0 CONT. RELIEVING ANGLE BM PER € Y '........�..�........ `..'.. ........ ... ... LAS! ..... ...... ............. ... z it ______ __ :.......::..............�.::!' :;.. - . COLUMN . PERPLAN ....:. ...:................. h.................. a......... i........,........,::.. • . ... .............................,� : • i i ....... I - - - i x 6» ...... ...... .................. :..................:........................................................4....... ..............................; ........ -` (I SID�x AT EA I I X a - I it STUD 1 1» MIN. /$ I I `.....z `` 1/4 I I a € € II METAL STUD - ....V....,.,„ .................. .:.. ....... ....... I... i ............ ........ ..Y... y I f ,.,,,..,..,... -. �C�,..1�ER i........,.........;.................:.........,........ •£- PLAN FOR SPACING &SIZE PLAN VIEW A -A :...........:.........:........:........ v........ �........ v.......:........,... ....................`.,.:.`:... .. v ...........................:........;.........,................:........,..................,..... ....:........;........:........ ;..I. i. .... PLAN s TS8x PER PLAN �.,.,...., ..,........... ....,...... .....w....... ........? ...... ............. ..... ..... ..... ti.......F.......F ......Z.. = — Y=11—o" v. „��� � i.V.....��... � i � ......:k z.�...:...�,.....�. = �. w.. �....w..._._:, ___:.... 12 DETAIL 12 VENEER RELIEVING 8 BM PER I ' • 1... I... 10 ..J ..... ...k.. ... ...................? .............. ............ ............. ......:...... .... -4 : ............ ........... ............. .......i. • ' - ? - ,,,,- .r- ._ »,- .,r_,<.__._' r,. m ,: ...A ... .......:................:.. ••• �`•�� � -��- ����� .................. .................. ....................... ...........................::y' ................... ............................ .....,. BM. PER PLAN }t I ER �:•:� STONE VENEER MORTAR & m 12 i ................... i BAKCING —SEE I ARCH'L DWGS. I COL. PER PLAN .. T COL. BOND w ......:.......::..............I ... METAL DECK PER PLAN �'�` 1 } I g I I µ.... i' r'' I �p00R '.. n..... I �................. ,1.. .:.........:. I R3 /q, WITH • it x .................... �•� 1/4 I'I C4)7/8„s� BOLTS li .... A I A t I= r. iii Ej. 0 (2)6"x16GA I ... I- ......................II �. - - M -. ... ............ STEEL STUDS Lw ....... ........ wr m is s .... 8 SMS ®1 o.c. FOR REINF. INFO. FOR REINF. INFO. '�``�� MIN. 3 PER STUD SEE PLAN SEE PLAN I 0 METAL STUDS g i SPACE) N N UNPUNCHED TRACK '—.— I T &B OF LINTEL JLvIl METAL STUDS BM. PER PLAN FULL HEIGHT 1 SEE PLAN SEE PLAN NOTE: FOR BALANCE OF INFO. NOTE: SECTION OCCURS WHERE SPAC NG &FSIZE STIFFENER R /4 DETAIL EA. SIDE SEE 3/S3.2 PLYWOOD IS INTERRUPTED 1/2 » =1, —C" BY RELIEVING ANGLE SEISMIC FRAME ELEVATION 15 SECTION 11 SHEAR TRANSFER BLOCK 7 COLUMN BASE PLATE DET. 3 (4) #8 SMS AT EA. STUD 1/8 2"MIN • 8" CONC. BLOCK WALL W/ #5 012 E.W. BM PER PLAN TYP. 1 /4 TYP. i ;.. ............ ..........................:°��� DOWELS TO MATCH 3 /is 3 5 TYP. 5�6 TYP. 3 /g" STI FF R BEHIND VERT. REINF. T&B ' i O 16GA ANGLE FLANGE R3 /g �16 048"o.c. W/ #8SMS(8— TOTAL) BM. PER `� can ' COL. PER BOTH ENDS) .; - PLAN 0 I PLAN METAL SLEVE SEE ARCH'L — < • O a g 1/4 TYP. TS PER PLAN I PIPE PER PLAN / /�� �y ��\ - -- I - -- ( 1 " " FLUSH 1 WITH HIGH 16GA STUD I METAL STUDS — — — — — — — — / / FLANGE TIPS ®48"o.c. ' ............ :::: :::::::: ALT. I BENDS 1/6 2"MIN. ;:. ....... �• .......::::. ' :::::::..:::::.:::. : - -- 16GA ANGLE " ` ®48 Q.c. �— ` (3) #5 — — — — — 3" — — — BM. PER PLAN REMOVE GRIND BACKUP & EDGE OF WELD TYP. 1 /4 1 BOTH SIDES NOTE: i S EDARCH L DRAWINGS NP• 90' \� \� \ \�� \�� \�� \�� \�\ CONT. 3/6 TO PROVIDE SMOOTH TRANSITION PIPE PER FOR BALANCE OF INFO .> HOOK 3'-0" STONE VENEER SEE 3/S3.2 3/4 =1' -0" 3/4 =1' —C» DETAIL A 11/2 " =1, —C" 1 " =1' -0" SEE ARCH'L DWGS 11/2 =1,_C„ SECTION 17 TYPICAL CONCRETE BLOCK WALL 14 DETAIL L 10 DETAIL D ETAI L 2 9 SIM. 1/4 PLYWOOD SHEATHING 1 1 / -�P, METAL SLEVE ' STONE VENEER METAL STUDS SEE ARCH'L SEE PLAN FOR COL. PER PLAN SEE ARCH'L / / SIZE (2) #4 CONT. BM. PER ' TYP. 5/16 /�� / — — — — — N " O U PUNCH TRACK EXTERIOR SLAB ON GRADE PLAN / P. �o / / / PIPE PER PLAN R3/ x6 'WIDE _ — __- - - - - -- --- - - - - - -- --- - - - - -- - `x\ 8 FIN. GRADE ;; _ SEE FOUND. PLAN i _ 00 FOR REINF. 3 h'_ / TYP $ - - - -- �� !� , ...:,�,.... / » TYP. 4 COL. STIFF. R3/ $ i i PLAN PER PLAN 11/2 BM�NPER T_3/4 T &B BM. PER METAL DECK — — — — — — FLANGES PLAN NOT SHOWN TS8x4x% - - 5/16 FOR SAKE OF CLARITY (2) #4 CONT. -ryp• TS PER 111i=1'-Cr TOP & BOTT. 3/4 =1' -0" 5/16 P��,,ee,,' /2 =1' -0" 1 " =1' -0" 11/2 =1' -0" SECTION 16 TYP. SECTION ® PERIMETER 13 DETAIL 9 DETAIL 5 DETAIL 1 a F%ojsd & SABOL Consulting Structural Engineers, Inc. 2116 Arlington P 323.733.2640 Avenue F 323733.8682 Los Angeles, CA 90018.1398 Amtrak 3175 o Expa1~•a1�1 Station OF CAI. \F BakersW CA 2ND BID SUBMITTAL 6 -22 -99 BID SUBMITTAL 3 -15 -9 BUILDING DEPARTMENT SUBMITTAL 3 -02 -9 50% CONSTRUCTION DOCUMENTS 2 -15 -9 100% DESIGN DEVELOPMENT 2 -18 -9 SCHEMATIC DESIGN SUBMITTAL 9 -25 -98 No. Descxl *m Date VAy FWAto b. dwdoW at" T11M SECTIONS AND DETAILS N" scab 9 -25 -98 AS NOTED ROW NW." CAD Pb 98 -G178 S42 S4m2 ?,1- 1.33 in Ii SETBACK CONTROL SYMBOLS ABBREVIATION ELECTRIC HEAT? GENERAL VAV MINIMUM POSITION CONTROL? SIMULTANEOUS HEAT /COOL? HEAT AND COOL SUPPLY RESET? VENTILATION OUTDOOR DAMPER CONTROL? NOTES OUTDOOR AIR CFM HEATING EQUIP. TYPE PROJECT NAME DATE COOLING EQUIP. TYPE I HIGH EFFFIC.? MAKE AND MODEL NUMBER less than Column G on N: Natural AC -2 AMTRAK - BAKERSFIELD 3/30/99 CD -4 2' X 2' CEILING SUPPLY AFF ABOVE FINISHED FLOOR 3.3 PROJECT ADDRESS ® 1. ALL WORK SHALL COMPLY WITH THE 1994 EDITION OF THE UNIFORM 601 TRUXTUN AVE., BAKERSFIELD, CALIFORNIA 400 TYPE 4, 400 CFM, 4 -WAY AC AIR CONDITIONING UNIT MECHANICAL CODE AND ALL OTHER APPLICABLE FEDERAL, STATE AND LOCAL PRINCIPAL DESIGNER - MECHANICAL TELEPHONE Building Permit % SEE DIFFUSER SCHEDULE ARCH ARCHITECTURAL CODES. WHERE THE PLANS SHOW MORE RESTRICTIVE REQUIREMENTS, THE WONG & GOTAMA, INC. 310 827 -3332 PLANS SHALL GOVERN BUT NOTHING ON THESE PLANS SHALL BE INTERPRETED DOCUMENTATION AUTHOR TELEPHONE Checked by/Date CD -4 ® 2' X 2' CEILING SUPPLY BTU BRITISH THERMAL UNIT AS AUTHORITY TO VIOLATE ANY CODE OR REGULATION. TROY LIND UIST 310 827 -3332 Enforcement Agency use 400 - TYPE 4, 400 CFM, 3 WAY CFM CUBIC FOOT PER MINUTE 2• IN THE EVENT OF A CONFLICT OR INCONSISTENCY BETWEEN ITEMS INDICATED SEE DIFFUSER SCHEDULE CD CEILING DIFFUSER ON THESE PLANS WITH THE CODE REQUIREMENTS, THE ITEMS INDICATED OR DATE OF PLANS BUILDING CONDITIONED FLOOR AREA COND CONDENSATE DRAIN PIPING CODE REQUIREMENTS SHALL PREVAIL. 3/30/99 8727 BUILDING TYPE X❑ NONRESIDENTIAL ❑ HIGH RISE RESIDENTIAL ❑ HOTEL /MOTEL GUEST ROOM m CD -4 2 X 2 CEILING SUPPLY CSFD COMBINATION SMOKE AND FIRE DAMPER 3. CONTRACTOR SHALL NOTE THE CRITICAL SPACE AVAILABLE ABOVE CEILINGS. PHASE OF CONSTRUCTION © NEW CONSTRUCTION ❑ ADDITION ❑ ALTERATION 400 TYPE 4, 400 CFM, 2 -WAY SEE DIFFUSER SCHEDULE D DROP PROVIDE TRANSITION PIECES AT CROSSOVERS, UNDER BEAMS, OVER /UNDER PIPES, AS REQUIRED TO ACCOMMODATE DUCTS WITHIN SPACE AVAILABLE, METHOD OF MECHANICAL ❑ PRESCRIPTIVE X PERFORMANCE COMPLIANCE ❑ DN DOWN PROVIDE EQUIVALENT DUCT SIZE TO THE DIAMETER SHOWN. COORDINATE CD -4 2' X 2' CEILING SUPPLY DTR DOWN THRU ROOF CLOSELY WITH OTHER SECTIONS TO REDUCE NECESSITY OF TRANSITION PROOF OF ENVELOPE COMPLIANCE ❑ PREVIOUS ENVELOPE PERMIT X❑ ENVELOPE COMPLIANCE ATTACHED 400 TO A MINIMUM. NO ADDITIONAL COSTS WILL BE PAID FOR ANY REQUIRED TYPE 4, 400 CFM, 1 -WAY DWG DRAWING TRANSITIONS OR OTHER SPECIAL CHANGE SHAPE PIECES. SEE DIFFUSER SCHEDULE (E) EXISTING TO REMAIN This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building mechanical requirements. EG EXHAUST AIR GRILLE 4• RUN ALL DUCTS AS TIGHT AS POSSIBLE TO BOTTOM OF STRUCTURE U.O.N.. 2' X 2' CEILING RETURN EH ELECTRIC HEATER The Principal Mechanical Designer hereby certifies that the P 9 y proposed building design represented in this set of construction AIR GRILLE ELEC 5. RIDID DUCT SHALL TRANSITION TO FLEXIBLE DUCT FOR DIFFUSER CONNECTIONS ONLY. documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other ELECTRICAL FLEXIBLE DUCT SHALL NOT EXCEED 7' -0" IN LENGTH. calculations submitted with this permit application. The proposed building has been designed to meet the mechanical ESP EXTERNAL STATIC PRESSURE requirements contained in sections 110 through 115, 120 through 142, 144 and 145. ® 2' X 2' CEILING EXHAUST FD FIRE DAMPER 6. ALL SUPPLY DUCT AND PLENUMS TO BE INSULATED WITH 1" THICK FIBERGLASS, AIR GRILLE FLA FULL LOAD AMP (ELECTRICAL) 3/4 LB DENSITY WITH FOILED FACE. Please check one: ® 1' X 1' CEILING EXHAUST HP HORSE POWER 7. INSTALL FIRE DAMPER ON ALL DUCT PENETRATING FIRE RATED PARTITION. AIR GRILLE IN INCH - INCHES a I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this PH PHASE (ELECTRICAL) 8. ALL MATERIALS AND EQUIPMENT SHALL BE NEW, UON, AND SHALL BEAR THE document as the person responsible for its preparation; and that I am a civil engineer, mechanical engineer or architect. UNDERWRITER'S LABEL (UL) AND SHALL BE INSTALLED IN THE MANNER IN AC NEW EQUIPMENT CALLOUT, (L) LINED WHICH THEY ARE DESIGNED AND APPROVED. ❑ I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 of � AC UNIT MARK NO. 1 MAX MAXIMUM the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a SEE SCHEDULE 9. PROVIDE SUPPLY DIFFUSERS WITH THE BLOW PATTERNS SHOWN ON THE DRAWINGS. licensed contractor preparing documents for work that I have contracted to perform. MFGR MANUFACTURE O NOTE CALLOUT MCA MINIMUM CIRCUIT AMPS 10. CONTRACTOR SHALL PROVIDE A MANUAL VOLUME DAMPER FOR EACH BRACH DUCT ❑ I affirm that I am eligible under the exemption to Division 3 the Business and Professions Code by Section the MIN MINIMUM SERVING SUPPLY AND EXHAUST GRILLE. PROVIDE REMOTE CONTROL DAMPER FOR of Code to si si gn this document as the person responsible for its preparation; and for the following reason: FIRE DAMPER MOCP MAX OVERCURRENT PROTECTION (ELEC) BRANCH DUCT LOCATED ABOVE INACCESSIBLE CEILING. FD NIC NOT IN CONTRACT 11. ALL VISIBLE DUCTWORK ABOVE CEILING RETURNS SHALL BE PAINTED FLAT BLACK. PRINCIPAL MECHANICAL DESIGNER - NAME SIGNA E LIC. N0. DATE �- COMBINATION SMOKE AND NTS NOT TO SCALE SIMON WONG M20841 CSFD FIRE DAMPER (R) RELOCATE 12. A MINIMUM OF 36" CLEAR WORKING SPACE, NOT LESS THAN 30" WIDE, SHALL BE M11.11 I . MAINTAINED IN FRONT OF ALL SWITCHES, OVERCURRENT DEVICES AND ELECTRIC T O THERMOSTAT RD ROUND DIFFUSER CONTROL COMPONENTS. Indicate location on plans of Note Block for Mandatory Measures M -1.00 RG RETURN AIR GRILLE 13. THE COMFORT COOLING UNITS SHALL BE ACCESSIBLE BY PORTABLE ACCESS SD SMOKE DETECTOR SP STATIC PRESSURE MEANS, FOR INSPECTION, SERVICE, AND REPLACEMENT WITHOUT BREAKING T THERMOSTAT THE BUILDING FINISHES. For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential TAB TRANSFER AIR BOOT 14. CENTERLINE OF WALL MOUNTED MECHANICAL DEVICES SHALL ALIGN VERTICALLY OR Manual published by the California Energy Commission. e POINT OF CONNECTION HORIZONTALLY WITH CENTERLINE OF ADJACENT ELECTRICAL DEVICES. CONTRACTOR MECH -1: Required on plans for all submittals. Part 2 & 3 may be incorporated in schedules on plans. TSP TOTAL STATIC PRESSURE SHALL COORDINATE. INSTALL WALL MOUNTED THERMOSTATS AT 4' -0" AFF. MECH -2: Required for all submittals; choose appropriate version depending on method of mechanical compliance. TYP TYPICAL MECH -3 & MECH -4: Required for all submittals. UON UNLESS OTHERWISE NOTED 15. PAINT WALL MOUNTED DEVICES TO MATCH ADJACENT SERVICE. NEW DUCT Nonresidential Compliance Form December 1991 UTR UP THRU ROOF 16. SHEET METAL DUCTS FOR HVAC SHALL BE GALVANIZED STEEL. CONSTRUCTION, V VOLT (ELECTRICAL) GAGE THICKNESS, SUPPORT, AND INSULATION SHALL COMPLY WITH 45' BRANCH CONNECTION VAV VARIABLE AIR VOLUME 1994 UMC TABLES IN CHAPTER 6. ROUND DUCT SHALL BE OF SPIRAL SEAM CONSTRUCTION. GAGE THICKNESS SHALL COMPLY WITH TABLE IN CHAPTER 6. VD VOLUME DAMPER LONG RADIUS ELBOW, OR W/0 WITHOUT 17. PROVIDE SUPPORT FOR ALL FIXTURES AND MECHANICAL EQUIPMENT TO COMPLY ELBOW WITH VANES WG WATER GAGE WITH THE SEISMIC REQUIREMENTS OF THE UNIFORM BUILDING CODE, SMACNA STANDARDS, AND ALL LOCAL ORDINANCES. 18. THE CONTRACTOR SHALL NOT BORE, NOTCH OR IN ANY WAY CUT INTO ANY STRUCTURAL MEMBER WITHOUT WRITTEN APPROVAL FROM ARCHITECT. PROJECT NAME DATE AMTRAK - BAKERSFIELD 3/30/99 SYSTEM NAME TIME CONTROL SETBACK CONTROL ISOLATION ZONES HEAT PUMP THERMOSTAT? ELECTRIC HEAT? FAN CONTROL VAV MINIMUM POSITION CONTROL? SIMULTANEOUS HEAT /COOL? HEAT AND COOL SUPPLY RESET? VENTILATION OUTDOOR DAMPER CONTROL? ECONOMIZER TYPE OUTDOOR AIR CFM HEATING EQUIP. TYPE I HIGH EFFFIC.? MAKE AND MODEL NUMBER COOLING EQUIP. TYPE I HIGH EFFFIC.? MAKE AND MODEL NUMBER MECHANICAL SYSTEMS AC -1 I I AC -2 S B N/A N/A N/A 0 N/A N/A Y B G A 820 GAS Y CARRIER 48EKDO38 DX Y CARRIER 48EKD038 S B N/A N/A N/A 0 N/A N/A Y B G A 489 GAS Y CARRIER 48EKDO34 DX Y CARRIER 48EKDO34 CODE TABLES: Enter code from table below into columns above. HEAT PUMP THERMOSTAT? Y. YES N: NO ELECTRIC HEAT? VAV MINIMUM POSITION CONTROL? SIMULTANEOUS HEAT /COOL? HEAT AND COOL SUPPLY RESET? HIGH EFFICIENCY? I NOTE TO I FIELD 11ME CONTROL SETBACK CTRL. ISOLATION ZONES FAN CONTROL S: Prog. Switch H: Heating Enter number of I: Inlet Vanes 0: Occupancy Sensor C: Cooling Isolation Zones. P: Variable Path M: Manual Timer B: Both N: Not Required 0: Other VENTILATION OUTDOOR DAMPER ECONOMILIER O.A. CFM B: Air Balance A: Auto A: Air Enter Outdoor Air C: Outside Air Cert. G: Gravity W: Water CFM. M: Out. Air Measure SUPPLY N: Not Required Note: This shall be no D: Demand Control Date RETURN less than Column G on N: Natural AC -2 MECH -4. INonresidential Compliance Form December 19911 PROJECT NAME 777-3/30/99 AMTRAK - BAKERSFIELD SYSTEM NAME DOMESTIC HOT WATER PIPE TYPE INSULA11ON REQUIRED? U ©' ■ ■I I NOTE TO I FIELD l Nonresidential Compliance Form December 19911 19. INSTALL A THERMOSTAT FOR EACH AC UNIT. 20. COORDINATE NEW DUCTWORK, PIPING, ELECTRICAL CONDUIT, ETC. AS REQUIRED TO ACCOMMODATE THE NEW CEILING HEIGHT INDICATED ON ARCHITECTURAL DRAWINGS. 21. BALANCE ALL SUPPLY DIFFUSERS AND AIR CONDITIONING UNITS. AIR BALANCE SHALL BE PERFORMED BY AN INDEPENDENT CONTRACTOR, A MEMBER OF AABC, NEEB. PRIOR TO FINAL OCCUPANCY, AIR BALANCE CERTIFICATION IS REQUIRE. 22. PREPARE FINAL AS -BUILT DRAWINGS AND SUBMIT TO ARCHITECT FOR RECORD. 23. REFER TO THE ARCHITECTURAL DRAWINGS FOR THE EXACT LOCATIONS OF LIGHTS AND DIFFUSERS IN ALL CRITICAL AREAS. 24. AIR CONDITIONING UNITS SHALL START ONE HOUR (ADJUSTABLE) BEFORE OPENING AND RUN UNTIL THE END OF BUSINESS DAY. ENERGY CONSERVATION NOTES 1. THE CALI ORNIA NON- RESIDENTIAL ENERGY CONSERVATION STANDARDS HAVE BEEN REVIEWED AND THE DESIGN, DRAW AND CALCULATIONS COMPLY SUBSTANTIALLY WITH THESE STANDARDS. M20841 6/30/01 MON S. WONG P.E. LICENSE NO. 2. AUTOMATIC TEMPERATURE CONTROL DEVICE FOR REGULATION OF SPACE TEMP. SHALL BE CAPABLE OF BEING SET FROM 55'r TO 85 `1=, AND HAVE THE ABILITY TO OPERATE THE HEATING AND COOLING IN SEQUENCE, IF BOTH ARE PROVIDED. CONTROL SHALL BE ADJUSTABLE TO PROVIDE A RANGE UP TO 10 F BETWEEN FULL HEATING AND FULL COOLING, AND THE CAPABILITY OF TERMINATING ALL HEATING AT A TEMPERATURE OF NO MORE THAN 700F, AND COOLING AT A TEMPERATURE NOT LESS THAN 78 'F. 3. JOINTS IN ALL SUPPLY DUCTS SHALL BE SEALED AS SPECIFIED. 4. EQUIPMENT COP OR EER SHALL NOT BE LESS THAN THAT REQUIRED BY TITLE 24. 5. MAINTENANCE LABELS SHALL BE AFFIXED TO ALL HEATING /COOLING EQUIPMENT. CONTRACTOR TO PROVIDE MAINTENANCE MANUAL. (a) 1988 Roeeettl Assodatas Arddtects ProJsot Amtrak Station 601 Truxtun Bakersfield CA 1819 Santa Malta Blvd, Suite 300 Santa Mo ft CA 90404 310.828.6876 fax MA286885 W 5 2ND BID SUBMITTAL 6/22/99 4 DUCT TAPE ALLOWED? Y N D ❑ ❑Y ❑ ❑Y ❑ ❑Y ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 03/15/99 3 SYSTEM NAME DUCT TYPE (Supply Return, etc.) DUCT LOCATION (Roof, Plenum, etc.) DUCT INSULATION R -VALUE NOTE TO FIELD AC -1 SUPPLY PLENUM 3.3 Description I Date RETURN PLENUM 3.3 AC -2 SUPPLY PLENUM 3.3 RETURN PLENUM 3.3 SYSTEM NAME DOMESTIC HOT WATER PIPE TYPE INSULA11ON REQUIRED? U ©' ■ ■I I NOTE TO I FIELD l Nonresidential Compliance Form December 19911 19. INSTALL A THERMOSTAT FOR EACH AC UNIT. 20. COORDINATE NEW DUCTWORK, PIPING, ELECTRICAL CONDUIT, ETC. AS REQUIRED TO ACCOMMODATE THE NEW CEILING HEIGHT INDICATED ON ARCHITECTURAL DRAWINGS. 21. BALANCE ALL SUPPLY DIFFUSERS AND AIR CONDITIONING UNITS. AIR BALANCE SHALL BE PERFORMED BY AN INDEPENDENT CONTRACTOR, A MEMBER OF AABC, NEEB. PRIOR TO FINAL OCCUPANCY, AIR BALANCE CERTIFICATION IS REQUIRE. 22. PREPARE FINAL AS -BUILT DRAWINGS AND SUBMIT TO ARCHITECT FOR RECORD. 23. REFER TO THE ARCHITECTURAL DRAWINGS FOR THE EXACT LOCATIONS OF LIGHTS AND DIFFUSERS IN ALL CRITICAL AREAS. 24. AIR CONDITIONING UNITS SHALL START ONE HOUR (ADJUSTABLE) BEFORE OPENING AND RUN UNTIL THE END OF BUSINESS DAY. ENERGY CONSERVATION NOTES 1. THE CALI ORNIA NON- RESIDENTIAL ENERGY CONSERVATION STANDARDS HAVE BEEN REVIEWED AND THE DESIGN, DRAW AND CALCULATIONS COMPLY SUBSTANTIALLY WITH THESE STANDARDS. M20841 6/30/01 MON S. WONG P.E. LICENSE NO. 2. AUTOMATIC TEMPERATURE CONTROL DEVICE FOR REGULATION OF SPACE TEMP. SHALL BE CAPABLE OF BEING SET FROM 55'r TO 85 `1=, AND HAVE THE ABILITY TO OPERATE THE HEATING AND COOLING IN SEQUENCE, IF BOTH ARE PROVIDED. CONTROL SHALL BE ADJUSTABLE TO PROVIDE A RANGE UP TO 10 F BETWEEN FULL HEATING AND FULL COOLING, AND THE CAPABILITY OF TERMINATING ALL HEATING AT A TEMPERATURE OF NO MORE THAN 700F, AND COOLING AT A TEMPERATURE NOT LESS THAN 78 'F. 3. JOINTS IN ALL SUPPLY DUCTS SHALL BE SEALED AS SPECIFIED. 4. EQUIPMENT COP OR EER SHALL NOT BE LESS THAN THAT REQUIRED BY TITLE 24. 5. MAINTENANCE LABELS SHALL BE AFFIXED TO ALL HEATING /COOLING EQUIPMENT. CONTRACTOR TO PROVIDE MAINTENANCE MANUAL. (a) 1988 Roeeettl Assodatas Arddtects ProJsot Amtrak Station 601 Truxtun Bakersfield CA 1819 Santa Malta Blvd, Suite 300 Santa Mo ft CA 90404 310.828.6876 fax MA286885 W 5 2ND BID SUBMITTAL 6/22/99 4 BID SUBMITTAL 03/15/99 3 ISSUED FOR PLANCHECK 03/08/99 2 PROGRESS PRINT 02/15/99 1 100% DESIGNED DEVELOPMENT SET 12/21/98 No. I Description I Date WONG COT .M. , INC. pudding Sys c owu ants 13160 Mindanao Way Marina del Rey, CA 90292 310 - 827 -3332 FAX 310 - 822 -5511 208417 - 'ate. ` •"" '.. ,, +s���� --- - -� ft Legends, S, Vft'01sy Title 24 Forms and GeneralN ®tes Date 8oab None ProJsot NMAI" 198-121-01 CAD FN dwg one MM." misoo y.q- I .33 PACKAGED AIR CONDITIONING WITH GAS HEATING AIR CONDITIONING UNIT SCHEDULE MARK CFM SIZE (INxIN) NOM EVAPORATOR SECTION HEATING ELECTRICAL REMARKS OPER 7,990 36 x 24 FAN DATA COOLING COIL MBH 0.15 AC -1 SUPPLY IAC MODEL ML. 199D Septa Mma Blvd Site 300 36 x 15 3 NO AREA SERVED LOCATION TON GAS INPUT AMBIENT WEIGHT 3 REMARKS septa Nonce, CA 90404 TOTAL SENSIBLE 5,950 30 x 24 3 2 FILTER (MBH) HP FLA 6 . 310.628.6876 fax MOCP VOLT PH (•F) (LBS) EER 24" X 8" OR 15 "0 AC -1 WAITING AREA ROOF 35 310.828.6885 tel 1.8 396 212 2° 800 20 108.5 108.0 125 460 3 ProJsct 6,500 g,g CARRIER MODEL 48EKD038 24 X 24 12 X 12 301 -450 20 0.08 30% EFFICIENCY TITUS (PERFORATED FACE) PMC MODULAR CORE CD -5 CEILING 24 X 24 14 X 14 PROVIDE POWER EXHAUST, ECONOMIZER, 20 INCH HIGH FACTORY ROOFCURB, ELECTRICAL 20 0.08 TITUS (PERFORATED FACE) PMC MODULAR CORE CD -6 CEILING 12 X 12 6 X 6 0 — 110 20 0.07 DISCONNECT, PROGRAMMABLE NIGHT SETBACK THERMOSTAT CONTROL, (PERFORATED FACE) PCS RD -1 SIDEWALL 12� 100 0 — 360 21 0.25 PUNKAH LOUVER — AIRCONCEPTS MODEL APL RD -2 CEILING 8� AUTO CHANGE OVBER WITH 7 —DAY PROGRAMMING. AC -2 WAITING AREA, ROOF 30 11,900 1.8 366 203 2" 525 20 103.1 Amtrak 125 460 3 115 6,500 8,5 CARRIER MODEL 48EKD034 TITUS OFFICE /COUNTER FACE) TO MATCH SUPPLY RG -2 CEILING 12 X 12 * EXTERNAL STATIC PRESSURE INCLUDES 0.5 INCHES OF WATER GAGE FOR FILTER. X 6 — 20 0.03 TITUS Station FACE) TO MATCH SUPPLY PROVIDE POWER EXHAUST, ECONOMIZER, 20 INCH HIGH FACTORY ROOFCURB, ELECTRICAL CEILING 24 X 24 22 X 22 0 — 1,010 20 0.03 TITUS (PERFORATED FACE) TO MATCH SUPPLY EG -2 CEILING 12 X 12 6 DISCONNECT, PROGRAMMABLE NIGHT SETBACK THERMOSTAT CONTROL, — 20 0.03 TITUS (PERFORATED FACE) TO MATCH SUPPLY AUTO CHANGE OVBER WITH 7 —DAY PROGRAMMING. 601 Truxtun Bakersfield, CA * PROVIDE REMOTE ACCESS VOLUME DAMPER FOR EACH DIFFUSER LOCATED ABOVE ANY INCESSIBLE CEILING AREA. 5 2ND BID SUBMITTAL 6/22/99 4 BID SUBMITTAL 03/15/99 3 ISSUED FOR PLANCHECK 03/08/99 2 PROGRESS PRINT 02/15/99 1 100% DESIGNED DEVELOPMENT SET 12/21/98 No. Description Date ,s v.:. ,r. ,_ ,._ : 13160 Mindanao Way Marina del Rey, CA 90292 310 - 827 -3332 FAX 310 - 822 -5511 y N 2 as4l �..: * CLEAR INSIDE DIMENSION OF DUCT UNLESS OTHERWISE NOTED.G��/ , .o PACKAGED AIR CONDITIONING WITH GAS HEATING AIR CONDITIONING UNIT SCHEDULE MARK CFM SIZE (INxIN) NOM EVAPORATOR SECTION HEATING ELECTRICAL REMARKS OPER 7,990 36 x 24 FAN DATA COOLING COIL MBH 0.15 AC -1 SUPPLY IAC MODEL ML. SA -2 3,500 36 x 15 3 NO AREA SERVED LOCATION TON GAS INPUT AMBIENT WEIGHT 3 REMARKS CFM ESP (WG) * TOTAL SENSIBLE 5,950 30 x 24 3 2 FILTER (MBH) HP FLA MCA MOCP VOLT PH (•F) (LBS) EER 24" X 8" OR 15 "0 AC -1 WAITING AREA ROOF 35 11,490 1.8 396 212 2° 800 20 108.5 108.0 125 460 3 115 6,500 g,g CARRIER MODEL 48EKD038 24 X 24 12 X 12 301 -450 20 0.08 30% EFFICIENCY TITUS (PERFORATED FACE) PMC MODULAR CORE CD -5 CEILING 24 X 24 14 X 14 PROVIDE POWER EXHAUST, ECONOMIZER, 20 INCH HIGH FACTORY ROOFCURB, ELECTRICAL 20 0.08 TITUS (PERFORATED FACE) PMC MODULAR CORE CD -6 CEILING 12 X 12 6 X 6 0 — 110 20 0.07 DISCONNECT, PROGRAMMABLE NIGHT SETBACK THERMOSTAT CONTROL, (PERFORATED FACE) PCS RD -1 SIDEWALL 12� 100 0 — 360 21 0.25 PUNKAH LOUVER — AIRCONCEPTS MODEL APL RD -2 CEILING 8� AUTO CHANGE OVBER WITH 7 —DAY PROGRAMMING. AC -2 WAITING AREA, ROOF 30 11,900 1.8 366 203 2" 525 20 103.1 102.6 125 460 3 115 6,500 8,5 CARRIER MODEL 48EKD034 TITUS OFFICE /COUNTER FACE) TO MATCH SUPPLY RG -2 CEILING 12 X 12 30% EFFICIENCY X 6 — 20 0.03 TITUS (PERFORATED FACE) TO MATCH SUPPLY PROVIDE POWER EXHAUST, ECONOMIZER, 20 INCH HIGH FACTORY ROOFCURB, ELECTRICAL CEILING 24 X 24 22 X 22 0 — 1,010 20 0.03 TITUS (PERFORATED FACE) TO MATCH SUPPLY EG -2 CEILING 12 X 12 6 DISCONNECT, PROGRAMMABLE NIGHT SETBACK THERMOSTAT CONTROL, — 20 0.03 TITUS (PERFORATED FACE) TO MATCH SUPPLY AUTO CHANGE OVBER WITH 7 —DAY PROGRAMMING. SOUND ATTEN U ATOR SCHEDULE MARK NO CFM SIZE (INxIN) LENGTH (FT) QUANTITY MAX SP (IN) LOCATION REMARKS SA -1 7,990 36 x 24 3 1 0.15 AC -1 SUPPLY IAC MODEL ML. SA -2 3,500 36 x 15 3 1 0.10 AC -1 SUPPLY IAC MODEL MS. SA -3 3,830 36 x 24 3 3 0.05 AC -1 RETURN IAC MODEL LFS. SA -4 5,950 30 x 24 3 2 0.15 AC -2 SUPPLY IAC MODEL MS. SA -5 3,970 36 x 24 3 3 0.05 AC -2 RETURN IAC MODEL LFS. 24" X 8" OR 15 "0 1151 TO 1400 CD -3 24" X 10" 1401 TO 1600 X 10 24" X 10" 1601 TO 1900 AIR, FRAME AND COLOR TO MATCH SOFFIT. 24" X 12" ELECTRIC BASEBOARD HEATER SCHEDULE MNORK TYPE ELECTRIC LENGTH IN) REMARKS WATTS VOLT PHASE EH -1 BASEBOARD 2,000 277 1 94 QMARK MODEL CBD 2007, PAINTED WHITE. EH -2 BASEBOARD 1,000 277 1 46 QMARK MODEL CBD 1007, PAINTED WHITE. EH -3 BASEBOARD 1,000 277 1 46 QMARK MODEL CBD 1007, PAINTED WHITE. LOW PRESSURE DUCT SIZING SCHEDULE CFM AREA SERVED NOMINAL ROUND DUCT DIAMETER OR EQUIVALENT RECTAGULAR DUCT* UP TO 100 MAX 6" X 8" OR 6 "0 101 TO 140 OVERALL DIMENSIONS (INxIN) 8" X 8" OR 7 "0 141 T O 210 MAX (IN) 8" X 8" O R 8 "� 211 TO 260 CD -1 8" X 8" OR 9 "� 261 TO 370 X 6 10" X 8" OR 10 "� 371 TO 600 150 CFM /FT 14 X 8" OR 12 "� 601 TO 900 CD -2 20 X 8 OR 14 � 901 TO 950 X 8 20" X 8" OR 15 "sd 951 TO 1150 4 24" X 8" OR 15 "0 1151 TO 1400 CD -3 24" X 10" 1401 TO 1600 X 10 24" X 10" 1601 TO 1900 AIR, FRAME AND COLOR TO MATCH SOFFIT. 24" X 12" LINEAR BAR SCHEDULE MARK NO AREA SERVED NOMINAL INLET DIFFUSER SCHEDULE WHEEL DIA (IN) MAX MOTOR DATA MARK MARK NO TYPE OVERALL DIMENSIONS (INxIN) NECK SIZE (INxIN) CFM RANGE MAX MAX NC MAX (IN) NO EF -1 REMARK (IN) CD -1 CEILING 24 X 24 6 X 6 0 -120 4 20 0.08 150 CFM /FT TITUS (PERFORATED FACE) PMC MODULAR CORE CD -2 CEILING 24 X 24 8 X 8 121 -200 COLOR TO MATCH SOFFIT. 20 0.08 4 TITUS (PERFORATED FACE) PMC MODULAR CORE CD -3 CEILING 24 X 24 10 X 10 201 -300 20 0.08 AIR, FRAME AND COLOR TO MATCH SOFFIT. TITUS (PERFORATED FACE) PMC MODULAR CORE CD -4 CEILING 24 X 24 12 X 12 301 -450 20 0.08 TITUS (PERFORATED FACE) PMC MODULAR CORE CD -5 CEILING 24 X 24 14 X 14 451 -750 20 0.08 TITUS (PERFORATED FACE) PMC MODULAR CORE CD -6 CEILING 12 X 12 6 X 6 0 — 110 20 0.07 TITUS (PERFORATED FACE) PCS RD -1 SIDEWALL 12� 100 0 — 360 21 0.25 PUNKAH LOUVER — AIRCONCEPTS MODEL APL RD -2 CEILING 8� 6so 0 — 75 15 0.12 PUNKAH LOUVER — AIRCONCEPTS MODEL APL RG -1 CEILING 24 X 24 22 X 22 0 — 1,010 20 0.03 TITUS (PERFORATED FACE) TO MATCH SUPPLY RG -2 CEILING 12 X 12 6 X 6 — 20 0.03 TITUS (PERFORATED FACE) TO MATCH SUPPLY EG -1 CEILING 24 X 24 22 X 22 0 — 1,010 20 0.03 TITUS (PERFORATED FACE) TO MATCH SUPPLY EG -2 CEILING 12 X 12 6 X 6 — 20 0.03 TITUS (PERFORATED FACE) TO MATCH SUPPLY LINEAR BAR SCHEDULE MARK NO AREA SERVED NOMINAL INLET DUCT TSP (IN) WHEEL DIA (IN) MAX MOTOR DATA MARK TYPE PLENUM LENGTH DIA WIDTH CFM MAX SP REMARKS NO EF -1 FT (IN) (IN) RANGE NC (IN) 1,560 LB -1 LINEAR 4 12 6 150 CFM /FT 32 0.05 TITUS CT -581. CONTINUOUS LINEAR BAR, FACTORY LINED PLENUM, FRAME AND BAR COLOR TO MATCH SOFFIT. LB -2 LINEAR 4 — — 150 CFM /FT 30 0,1 TITUS MLR -39. CONTINUOUS LINEAR SLOT, THREE (3) ONE INCH SLOT FOR RETURN SLOT AIR, FRAME AND COLOR TO MATCH SOFFIT. EXHAUST FAN SCHEDULE MARK NO AREA SERVED LOCATION FAN TYPE TOTAL CFM TSP (IN) WHEEL DIA (IN) MAX RPM MOTOR DATA . - 139 ISOLATION DATA OPER WEIGHT (LBS) REMARKS HP V PH MOUNT TYPE DEFL (IN) BASE TYPE EF -1 TOILETS ROOF CENT 950 0.5 — 1,560 1/4 110 1 ROOF CURB — — 30 GREENHECK MODEL GB -90 W/ BACKDRAFT DAMPER, ROOF CURB WITH VIBRATION ISOLATOR, AND ELECTRICAL DISCONNECT SWITCH. 9hsst 11tls Schedules 12/18/98 None 198-121-01 dwg M1.01 . - 139 1❑ CD M 10 11 12 13 N OTES: 146 WALL SUPPLY REGISTER, 350 CFM. SIMILAR TO 11TUS MODEL 30OFS WITH FIRE DAMPER ABOVE CEILING. 18x16 WALL RETURN GRILLE. TO MATCH SUPPLY WITH FIRE DAMPER ABOVE CEILING. DUCT MOUNTED SMOKE DETECTOR PROVIDED WITH REMOTE TESTER STATION ABOVE CEILING NEAR CEILING ACCESS DOOR. RD -1, 200 CFM ABOVE TRAIN SUPPLY ROOM CEILING. PROVIDE COMBINATION OF FIRE AND SMOKE DAMPER AT FIRE —RATED ENCLOSURE AROUND ROUND DIFFUSER. 60x24 SA UTR TO AC -2 WITH SA -4. 48x24 RETURN AIR OPENING ABOVE CORRIDOR CEILING. CD -6, 50 CFM. INSTALL BASEBOARD HEATER AT 12 INCHES ABOVE FINISHED FLOOR. WALL MOUNTED LINEAR RETURN ABOVE OFFICE CEILING AT MINIMUM OF 10' -0" AFF. INTERLOCK EF -1 WITH AC -2. WHEN AC -2 IS ON EF -1 IS ON. 12 *0 PANKAH ROUND DIFFUSER USED FOR RETURN AIR AT SAME ELEVATION AS SUPPLY. PROVIDE FIRE DAMPER AT FIRE —RATED ENCLOSURE. 36x24 RETURN AIR OPENING ABOVE 9' -0" CEILING. PROVIDE MINIMUM OF 2 FEET STRAIGHT DUCTWORK UPSTREAM AND DOWNSTREAM OF SOUND TRAP BEFORE ANY ELBOWS, TRANSITIONS, AND BRANCHES. 14 RUN DUCTWORK ABOVE 7' -0" WIDE STRUCTURAL CEILING ABOVE ELECTRICAL ROOM. 15 PROVIDE YOUNG REGULATOR FOR ALL DAMPERS ABOVE HARD CEILING AND ALL DAMPERS CONTROLLING AIR TO ALL LINEAR DIFFUSERS. 16 PROVIDE COMBINATION OF FIRE AND SMOKE DAMPER AT FIRE —RATED ENCLOSURE. 17 80 RETURN AIR OPENING ABOVE 9' -0" CEILING. 18 TWO FOOT LONG SHEET METAL EXHAUST AIR PLENUM. PAINT INSIDE PLENUM BLACK. PLENUM SHALL BE DIRECTLY ABOVE THE 4 INCH WIDE OPENING ABOVE CEILING. AIR TIGHT SEAL PLENUM AND SECURE PLENUM ABOVE OPENING. ►o) 1098 Routs Amdatee Ardi6eoh Prolew Amtrak Station 601 Truxtun Bakersfield, CA 29 Sw to MOrica BK Suite 300 Santa Marisa, CA 90404 3VA28.8878 fax 310.828.8885 tel r h, W WON (_;0TA tutA. INC. tu' „y , 13160 Mindanao Way Marina del Rey, CA 90292 310 -827 -3332 FAX 310 -822 -5511 s 2O8 .. 8haat Tft Ground Level (Mechanical Plan Data 11/13/98 Bowe 1/8” =1'- 0" ft)Wt mm im 198-121-01 CAD FN dvv amw MI." M3. 0 . 1�9 5 2ND BID SUBMITTAL 6/22/99 4 BID SUBMITTAL 03/15/99 3 IISSUED FOR PLANCHECK 03/08/99 2 PROGRESS PRINT 02/15/99 1 100% DESIGNED DEVELOPMENT SET 12/21/98 No. I Dewro*m Date r h, W WON (_;0TA tutA. INC. tu' „y , 13160 Mindanao Way Marina del Rey, CA 90292 310 -827 -3332 FAX 310 -822 -5511 s 2O8 .. 8haat Tft Ground Level (Mechanical Plan Data 11/13/98 Bowe 1/8” =1'- 0" ft)Wt mm im 198-121-01 CAD FN dvv amw MI." M3. 0 . 1�9 0 I-•-- FOR ENLARGED MECHANICAL WELL REFER TO SHEET M3.02 I---------- - - - - -I (a) me m Ammmou Project Amtrak Station 601 Truxtun Bakersfield, CA In Santa MWOR E114 Suite 300 Santa Modca, CA 90404 310.828.6676 fax 3CS28.6885 W s r # �:ras�rl�rrt r 13160 Mindanao Way Marina del Rey, CA 90292 310- 827 -3332 FAX 310 - 822 -5511 -��y, n : A// M 91" Tft Clerestory Mechanical Plan Daft scab 11/13/98 1/8" =1'- 0" Project mmli r = FN 198-121-01 dw W" Mw6w M3mOl 5 2ND BID SUBMITTAL 6/22/99 4 BID SUBMITTAL 03/15/99 3 ISSUED FOR PLANCHECK 03/08/99 2 PROGRESS PRINT 02/15/99 1 100% DESIGNED DEVELOPMENT SET 12/21 /98 No. Description Date s r # �:ras�rl�rrt r 13160 Mindanao Way Marina del Rey, CA 90292 310- 827 -3332 FAX 310 - 822 -5511 -��y, n : A// M 91" Tft Clerestory Mechanical Plan Daft scab 11/13/98 1/8" =1'- 0" Project mmli r = FN 198-121-01 dw W" Mw6w M3mOl x24 (L) SA R 8x24 (L) RA FR 108x24 (L) SA & RA DTR NOTES: O1 REFER TO PLUMBING DRAWING FOR CONDENSATE DRAIN LINE. O REFER TO PLUMBING DRAWING FOR GAS PIPING. &% 10M ResswM Assedste Afd��Ofi1 Prow Amtrak Station 601 Truxtun Bakersfield, CA 10 Santa Moft 54 Sift 300 Santa Manic, CA 90404 310.828.8878 fax 310x8288855 tall 5 2ND BID SUBMITTAL 6/22/99 4 BID SUBMITTAL 03/15/99 3 ISSUED FOR PLANCHECK 03/08/99 2 PROGRESS PRINT 02/15/99 1 100% DESIGNED DEVELOPMENT SET 12/21/98 No, Description Date aJwlMr/uwadwY V�Y xa.awa!'q -� W wM'�' 13160 Mindanao Way Marina del Rey, CA 90292 310 - 827 -3332 FAX 310 -822 -5511 .v � , at" Mft Enlarged Mechanical Well 11/13/98 1/4" =1'- 0" Prow Mwbw W Fas 198-121-01 dw sheet RKAW M3mO2 7.�- 138 SERVICE GRATING LINED SA PLENUM 4' -0" CLEAR 108x2 108x2 OPENII 2424 (L) SA TRANSITION TO 30x20 (L) SA 4' -0" CLEAR AC AC 2 � 8 "0 LINED SA /— 38x20 LINED SA DUCTWORK VOLUME DAMPER W/ LB -1 YOUNG REGULATOR Section 2 SCALE: 1/2"= 1' -0" 60x24 (L) SA —4 36x24 (L) SA TRANSITION TO 38x20 (L) SA Section 1 SCALE: 1/4 If= 1' -0" .VA L` RA OPE ING 72x24 (L) SA TRANSITION TO 36x24 (L) SA 36x24 (L) SA TRANSITION TO 38x20 (L) SA SERVICE GRATING (0 WN Roe.stu Assodet« AroMMM Amtrak Station 601 Truxtun Bakersfield, CA IN Soft VA*a Blvd, Sub 300 Septa MO tk CA 00404 310.828.6876 fax 31DA28M tel 13160 Mindanao Way Marina del Rey, CA 90292 310- 827 -3332 FAX 310 - 822 -5511 �. 20841 Shat rft Sections Date 11/13/98 1/4" =1'- ON Project Nw6w = Fb 198-121-01 dw► M4mOO ly, - 13 3 5 2ND BID SUBMITTAL 6/22/99 4 BID SUBMITTAL 03/15/99 3 ISSUED FOR PLANCHECK 03/08/99 2 PROGRESS PRINT 02/15/99 1 100% DESIGNED DEVELOPMENT SET 12/21/98 No. Dewrlptton I Date 13160 Mindanao Way Marina del Rey, CA 90292 310- 827 -3332 FAX 310 - 822 -5511 �. 20841 Shat rft Sections Date 11/13/98 1/4" =1'- ON Project Nw6w = Fb 198-121-01 dw► M4mOO ly, - 13 3 (a) 9W R08MM Assodatea Ard*W% PIC)m 'Amtrak Station 601 Truxtun Bakersfield CA 1818 Santa MWIM W, & ft 300 Santa MeiM CA WU Sx.828.8570 fax 32828.8885 m CLAMP Date Bab INSULATED PM*d Nicobar 198-121-01 SUPPLY AIR PLENUM FACTORY CAP FLASHING 'g's 13160 Mindanao Way , ROOF CURB FINISHED ROOF ACOUSTICAL LINING 310- 827 -3332 FAX 310 -822 -5511 6" MIN ROOFING DUCT "l FLEXIBLE DUCT (MAX. 6' -0") ROOF FLASHING BACKDRAFT DAMPER CEILIN LINEAR DIFFUSER NOTES: 1. DUCT SHALL BE In SMALLER THAN ROOF OPENING. 2. ROOF OPENING SHALL CONFORM TO MANUFACTURERS CURB SIZE LINEAR DIFFUSER DETAIL C4) ROOF MOUNTED EXHAUST FAN DETAIL 1 PROVIDE 1/8" CLEARANCE BETWEEN FIRE RATED PARTITION 5 SLEEVE AND PARTITION FOR EACH 6/22/99 4 FOOT OF DAMPER HEIGHT AND WIDTH STEEL LINTEL ON ALL FOUR SIDES; MAXIMUM 6 FT. LENGTH FLEXIBLE 3 ON ALL FOUR SIDES. SEAL CLEARANCE OPENING TO BE LINED WITH FIRE - DUCT FULLY EXTENDED 2 WITH RESILIENT CAULKING 02/15/99 1 RESISTIVE MATERIAL OF RATING ROUND DUCT CONNECTOR No. EQUAL TO THAT ON THE Date MANUFACTURER PARTITION (NOT REQUIRED FOR ACOUSTIC LINING — -- -- -- - -L D MASONRY OR CONCRETE WALLS) FURNISHED SLEEVE _ 3" PERIMETER MOUNTING ANGLES DIFFUSER NECK SIZE MIN FASTEN TO SLEEVE ON ALL FOUR — 3w SIDES. GAUGE AND SIZE PER vvv MI MANUFACTURER'S TERMS OF LISTING. CEILING �Lz_ R DIFFUSER SIDE CONNECTION 8" MINIMUM FIRE DAMPER FRAME FIRE FACTORY MOUNTED IN SLEEVE DAMPER MAXIMUM ACCESS 6 FT LENGTH FLEXIBLE DOOR FUSIBLE LINK DUCT FULLY EXTENDED D D MINIMUM ACCESS DOOR MINIMUM SIZE BREAKAWAY CONNECTION (TYP) 1" SMALLER THAN DUCT HEIGHT, R -D 12" MINIMUM LENGTH W/ ACCESS MAINTAIN 1/8" TO 1/4" CLEARANCE DOOR LABEL. r BETWEEN ANGLE IRON FRAME AND PARTITION SEAL ALL 8-JOINTS AT I I THERMAL INSULATION I I BREAKAWAY CONNECTIONS ROUND DUCT ADAPTER - -� 2 -3/4 IN. MINIMUM FOR RECTANGULAR ji DIFFUSER FIRE DAMPER SIMILAR TO: POTTOROFF MODEL VFD -10 -B CSFM LISTING 03225 - 0368:101 CEILING DIFFUSER TOP CONNECTION FIRE DAMPER DETAIL 5 DIFFUSER CONNECTION DETAIL 2 PROVIDE 1/8" CLEARANCE BETWEEN FIRE RATED PARTITION SLEEVE AND PARTITION FOR EACH STEEL LINTEL ON ALL FOUR SIDES; FOOT OF DAMPER HEIGHT AND WIDTH OPENING TO BE LINED WITH FIRE - ON ALL FOUR SIDES. SEAL CLEARANCE RESISTIVE MATERIAL OF RATING SEAL WITH RESILIENT CAULKING WITH RESILIENT CAULKING EQUAL TO THAT ON THE MANUFACTURER PARTITION (NOT REQUIRED FOR GASKET FURNISHED SLEEVE MASONRY OR CONCRETE WALLS) DUCT OPENING "S" TYPE SLIP PERIMETER MOUNTING ANGLES CONNECTION, TYP. FASTEN TO SLEEVE ON ALL FOUR FUSIBLE SIDES. GAUGE AND SIZE PER VOLUME DAMPER --- LINK ASSEMBLY MANUFACTURER'S TERMS OF LISTING. ELECTRIC MOTOR ACTUATOR FIRE /SMOKE DAMPER ACCESS DOOR HN II \NN1gp \ \\ `Ju 3w MIN 3" MOTOR MOUNTING MIN BRACKET PUNKAH LOUVER 16w WALL ACCESS DOOR MINIMUM SIZE NOTES: 1" SMALLER THAN DUCT HEIGHT, 1) PROVIDE DUAL POSITION SWITCH FOR 12" MINIMUM LENGTH, W/ ACCESS REMOTE OPERATION AND STATUS. DOOR LABEL. LOCATE AS 2) COMBINATION SMOKE/FIRE DAMPER REQUIRED FOR EQUIP. ACCESS. SIMILAR TO: POTTROFF MODEL FSD -142. 2) CSFM LISTING: 03225 - 0388:008 COMBINATION FIRE /SMOKE DAMPER DETAIL 6 PUNKAH LOUVER CONNECTION 3 (a) 9W R08MM Assodatea Ard*W% PIC)m 'Amtrak Station 601 Truxtun Bakersfield CA 1818 Santa MWIM W, & ft 300 Santa MeiM CA WU Sx.828.8570 fax 32828.8885 m F �a a" Title DETAILS Date Bab WO N G . GOTAMN, MC PM*d Nicobar 198-121-01 ` ireseat a" Nu." M5m00 'g's 13160 Mindanao Way , Marina del Rey, CA 90292 310- 827 -3332 FAX 310 -822 -5511 5 2ND BID SUBMITTAL 6/22/99 4 BID SUBMITTAL 03/15/99 3 ISSUED FOR PLANCHECK 03/08/99 2 PROGRESS PRINT 02/15/99 1 100% DESIGNED DEVELOPMENT SET 12/21/98 No. Description I Date F �a a" Title DETAILS Date Bab WO N G . GOTAMN, MC PM*d Nicobar 198-121-01 ` ireseat a" Nu." M5m00 'g's 13160 Mindanao Way , Marina del Rey, CA 90292 310- 827 -3332 FAX 310 -822 -5511 F �a a" Title DETAILS Date Bab Done PM*d Nicobar 198-121-01 CAD FIs dwg a" Nu." M5m00 • 1,3 , SYMBOLS DUPLEX CONVENIENCE RECEPTACLE 15A, 125V. FLUSH WALL MOUNTED. 20A RATING FOR SINGLE RECEPTACLE ON 20A INDIVIDUAL CIRCUIT. COMMERCIAL SPECS GRADE. QUADUPLEX CONVENIENCE RECEPTACLE 15A, 125V. FLUSH WALL MOUNTED 20A RATING FOR SINGLE RECEPTACLE ON 20A INDIVIDUAL CIRCUIT. COMMERCIAL SPECS GRADE. ® FLOOR MOUNTED DUPLEX OUTLET WITH ROUND CAST IRON FLOOR BOX ADJUSTABLE TOP – CONCRETE TIGHT – ALUMINUM ADJUSTING RING INCLUDING FLOOR PLATE ASSEMBLY (PLUG, GASKETS AND SCREWS). - TELEPHONE OUTLET – FLUSHED WALL MOUNTED WITH 3/4" CONDUIT (MIN) WITH MUD RING STUB UP 6" ABOVE CEILING AND TERMINATE. IN 4S BOX. COMBINATION OF TELEPHONE /DATA OUTLET – FLUSH WALL MOUNTED WITH 3/4" CONDUIT (MIN) WITH MUD RING STUB UP 6" ABOVE CEILING AND TERMINATE IN 4S BOX. O CEILING MOUNTED JUNCTION BOX 1/2 IN CONDUIT WITH 2 MIN. #12 WIRES, U.O.N. —H-! – 1/2 IN CONDUIT WITH 3 MIN. #12 WIRES, U.O.N. --H H— 1/2 IN CONDUIT WITH 4 MIN. #12 WIRES, U.O.N. --M H— 3/4 IN CONDUIT WITH 5 MIN. #12 WIRES, U.O.N. —+H+H 3/4 IN CONDUIT WITH 6 MIN. #12 WIRES, U.O.N. A-1.3.5 � CONDUIT HOMERUN TO PANELBOARD "A" WITH CIRCUITS 1,3,5 SURFACE MOUNTED PANELBOARD 120/208V ® SURFACE MOUNTED PANELBOARD 277/480V REMOTE PHOTOCELL. ALUMINUM COVER, NEOPRENE PC GASKET, PHENOLIC HOUSING MOUNTED ON FDC BOX 8" ABOVE ROOF PARAPET. 120V 60HZ 1000 WATT AC. CROUSE –HINDS CAT# DS60. O GROUND ROD 5/8 "0 – 8' LONG COPPER CLAD. USE THERMO –WELD OR BURNDY COMPRESSION CONNECTOR # YGHR26C58 FOR CONNECTING TO GROUND LOOP. ABBREVIATIONS A AMPERE AFF ABOVE FINISHED FLOOR BLDG BUILDING C CONDUIT CAT CATALOG C.B. CIRCUIT BREAKER CKT CIRCUIT CLG CEILING C.O. CONDUIT ONLY DISC SW DISCONNECT SWITCH DWG EMERGENCY CIRCUIT E DRAWING EQUIP EQUIPMENT EXIST EXISTING FIXT FIXTURE FLUOR FLUORESCENT G GROUND GFI GROUND FAULT INTERRUPT I.G. ISOLATED GROUND INCAND INCANDESCENT LTG LIGHTING MAX MAXIMUM MIN MINIMUM NIC NOT IN CONTRACT NL NIGHTLIGHT P POLE O /PH PHASE PNL PANEL PWR POWER RECEPT RECEPTACLE SPEC SPECIFICATION SW SWITCH STD STANDARD TEL TELEPHAONE TRANSF TRANFORMER TYP TYPICAL U.O.N. UNLESS OTHERWISE NOTED V VOLTS W WIRE WP WEATHER PROOF INTERIOR CIRCUIT WIRING SCHEDULE SYMBOL TYPE NUMBER Date GROUND WIRE ONE CIRCUIT LINE CAD Flt dwg NEUTRAL WIRE 3 #12 THWN G N P PHASE WIRE GROUND WIRE TWO CIRCUIT LINE NEUTRAL WIRE G N P PHASE A& B 4 #12 THWN GROUND WIRE THREE CIRCUIT LINE NEUTRAL WIRE 5 #12 THWN G N P PHASE A, B& C 2 GROUND WIRES 2 NEUTRAL WIRES FOUR CIRCUIT LINE GNP PHASE A, B, C & A 8 #12 THWN GENERAL NOTES 1. ELECTRICAL CONTRACTOR SHALL VISIT THE SITE AND VERIFY EXISTING CONDITIONS, LOCATION OF ELECTRICAL PANELS AND LENGTHS OF HOMERUNS BEFORE BIDDING THE JOB. IF THERE ARE DISCREPANCIES, CONTRACTOR SHALL ADVISE THE ARCHITECTURE AND ENGINEER BEFORE THE BID FOR CLARIFICATION. 2. ALL ELECTRICAL MATERIALS SHALL BE NEW AND U/L LISTED. 3. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE, CALIFORNIA CODE, AND AUTHORITIES HAVING JURISDICTION. 4. FOR EXACT LOCATIONS OF RECEPTACLES, BOX OUTLETS, LIGHTING FIXTURES, SWITCHES, SEE ARCHITECTURAL DRAWINGS. 5. ALL WALL JUNCTION BOXES SHALL BE MOUNTED FLUSH WITH FINISHED FACE OF WALL. PROVIDE EXTENSIONS BOXES AT WALLS WITH APPLIED ACOUSTIC PANELS. ALL WALL JUNCTION BOXES SHALL BE INSTALLED WITH MOUNTING HOLES AT TOP AND BOTTOM, UNLESS OTHERWISE NOTED. 6. THE CONTRACTOR SHALL PROVIDE 1/8" NYLON PULL CORDS IN ALL EMPTY CONDUITS. 7. CONDUCTORS SHALL BE COPPER, ASTM STANDARD SOLID NO. 10 AND SMALLER, STRANDED NO. 8 AND LARGER. 8• PROVIDE FINISH TRIM ON ALL WIRING DEVICES AND ELECTRICAL BOXES, FINISH REQUIREMENTS SHALL BE DETERMINED BY ARCHITECT. 9• ALL CONDUCTORS SHALL BE COPPER TYPE THWN INSULATION AT 75'C. U.O.N. ALL EQUIPMENT AND THE WIRING TERMINALS SHALL BE SUITABLE FOR 75'C WIRING TERMINATIONS. 10. CONDUITS UNDERGROUND SHALL BE PVC SCHEDULE 40. CONCEALED CONDUITS IN WALL OR ABOVE CEILING SHALL BE EMT OR FLEX –STEEL WHERE APPROVE BY CODE. REGID GALVANIZED STEEL SHALL BE USED IN EXPOSED OUTDOOR LOCATIONS. 11. THE CONTRACTOR SHALL EXTEND WIRING FROM ALL JUNCTION BOXES, RECEPTACLES, SWITCHES, ETC. AND MAKE FINAL CONNECTION AS REQUIRED TO ALL EQUIPMENT REQUIRING ELECTRICAL CONNECTION. 12. SUBMIT SHOP DRAWINGS AND PRODUCT DATA PRIOR TO INSTALLATION FOR PANEL BOARDS, WIRING DEVICES, LIGHTING FIXTURES, LIGHTING CONTROL, MODULAR WIRING COMPONENTS. 13. FLUORESCENT LAMP BALLASTS AND LUMINARIES WITH FLUORESCENT LAMP BALLASTS SHALL BE CERTIFIED BY THE MANUFACTURER TO COMPLY WITH TITLE 24 "APPLIANCE STANDARDS FOR FLUORESCENT BALLASTS ". 14. ALL J –BOXES SHALL BE SIZED PER NEC TABLE 370- 16(a). 15. A DUPLEX RECEPTACLE INSTALLED ON AN INDIVIDUAL 20A. CIRCUIT BREAKER SHALL HAVE 20A RATING. 16. PROVIDE MINIMUM 6" SEPARATION FOR BACK TO BACK OUTLET BOXES. 17. ELECTRICAL EQUIPMENT AND MATERIALS SHALL BE FASTENED TO STRUCTURE SO AS TO RESIST MOVEMENT DUE TO SEISMIC FORCES. REQUIREMENTS SHALL BE AS SPECIFIED BY THE STATE OF CALIFORNIA AND LOCAL CODES AND ORDINANCES, AND WORK SHALL COMPLY WITH DETAILED PROVISIONS IF SHOWN ON THE DRAWINGS. 18. TEL /DATA HOMERUN SHALL BE 1 1/2" CONDUIT MINIMUM. 19. MINIMUM WIRE SIZE FOR HOMERUNS OVER 100' SHALL BE #10 COPPER FOR INDOOR, MINIMUM #8 FOR OUTDOOR. 20. CONTRACTOR SHALL REMOVE ALL UNUSED ELECTRICAL MATERIAL DEBRIS FROM THE PREMISES. 21. CONTRACTOR SHALL CERTIFY THAT ALL NEW PRODUCTS FURNISHED FOR THIS PROJECT SHALL BE "YEAR 2000 COMPLIANT ". CONTRACTOR SHALL SECURE A CERTIFICATE FROM THE MANUFACTURER STATING THE COMPLIANCE. CONTRACTOR SHALL PROVIDE TESTING OF EQUIPMENT TO DEMONSTRATE CERTIFICATION. 22. CONTRACTOR SHALL DO ALL CUTTING AND PATCHING OF THE EXISTING CONSTRUCTION WORK WHICH MAY BE REQUIRED FOR THE PROPER INSTALLATION OF THE ELECTRICAL WORK. ALL PATCHING SHALL BE THE SAME MATERIALS, WORKMANSHIP, AND FINISH AND SHALL ACCURATELY MATCH ALL SURROUNDING WORK. AFTER COMPLETION OF WORK UNDER THIS SECTION, CLEANUP RESULTANT DEBRIS FROM THE WORK AND REMOVE FROM THE SITE. ENERGY CONSERVATION NOTES THE CALIFORNIA NON— RESIDENTIAL ENERGY CONSERVATION STANDARDS HAVE BEEN REVIEWED AND THE DESIGN, DRAWINGS AND CALCULATIONS COMPLY SUBSTANTIALLY WITH THESE STANDARDS. E8929 BASHIR HAGH LICENSE NO. (a) 1988 Romtll Assodatet Ard:tects Project Amtrak Station 601 Truxtun Bakersflek% CA IN ftta Mom BK &M 300 Erna i>Aoft CA 90404 310.628.6876 fax 3X.828.6885 tal % ��,{ YRwe- MFr- tl+lYF�liWa IN 13160 Mindanao Way Marina del Rey, CA 90292 310 - 827 -3332 FAX 310 - 822 -5511 7 Ate. ShM „ee Symbols, Abbreviations and General Notes Date Scale None Project Number 198-121-01 CAD Flt dwg ar».t Number E1.00 ?-Y- 138 J 5 2ND BID SUBMITTAL 6/22/99 4 BID SUBMITTAL 03/15/99 3 ISSUED FOR PLANCHECK 03/08/99 2 PROGRESS PRINT 02/15/99 1 100 DESIGNED DEVELOPMENT SET 112 /21/98 No. Description Date % ��,{ YRwe- MFr- tl+lYF�liWa IN 13160 Mindanao Way Marina del Rey, CA 90292 310 - 827 -3332 FAX 310 - 822 -5511 7 Ate. ShM „ee Symbols, Abbreviations and General Notes Date Scale None Project Number 198-121-01 CAD Flt dwg ar».t Number E1.00 ?-Y- 138 J PROJECT NAME DATE AMTRAK STATION — BAKERSFIELD 03/05/99 ONTROL LOCATION (Room /) CONTROL IDENTIFICATION CONTROL TYPE (Auto Time Switch, Exterior, etc.) SPACE CONTROLLED 40TE TO FIELD ALL SS AUTO T S OFFICE 601 TRUXTUN AVE., BAKERSFIELD, CA NONRESIDENTIAL ❑ HIGH RISE RESIDENTIAL Building Permit / PRINCIPAL DESIGNER — LIGHTING TELEPHONE BASHIR H HAGHOR P.E. 310 827 -3332 chada9d by/Date DOCUMENTATION AUTHOR TELEPHONE WONG & GOTAM INC 310 827 -3332 Enforviernerit Aaancy preparation; and for the following reason: PRINCIPAL LIGHTING DESIGNER — NAME SIGNATURE n ,{ LIC. NO. DATE BASHIR H. HAGHOR P.E. t` E8929 ONTROL LOCATION (Room III or Dwg. ,i)) CONTROL IDENTIFICATION CONTROL TYPE (Occupant, Daylight, Dimming. etc.) LUMINAIRES CONTROLLLED 40TE TO FIELD TYPE I OF LUMIN. CLIMATE ZONE BUILDING TYPE 601 TRUXTUN AVE., BAKERSFIELD, CA NONRESIDENTIAL ❑ HIGH RISE RESIDENTIAL Building Permit / PRINCIPAL DESIGNER — LIGHTING TELEPHONE BASHIR H HAGHOR P.E. 310 827 -3332 chada9d by/Date DOCUMENTATION AUTHOR TELEPHONE WONG & GOTAM INC 310 827 -3332 Enforviernerit Aaancy preparation; and for the following reason: PRINCIPAL LIGHTING DESIGNER — NAME SIGNATURE n ,{ LIC. NO. DATE BASHIR H. HAGHOR P.E. t` E8929 O 46 368 G MR16 DOWN LIGHT 3 70 W PROJECT NAME This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, DATE AMTRAK STATION - BAKERSFIELD DATE OF PLANS 03/05/99 PROJECT ADDRESS CLIMATE ZONE BUILDING TYPE 601 TRUXTUN AVE., BAKERSFIELD, CA NONRESIDENTIAL ❑ HIGH RISE RESIDENTIAL Building Permit / PRINCIPAL DESIGNER — LIGHTING TELEPHONE BASHIR H HAGHOR P.E. 310 827 -3332 chada9d by/Date DOCUMENTATION AUTHOR TELEPHONE WONG & GOTAM INC 310 827 -3332 Enforviernerit Aaancy Indicate location on plans of Note Block for Mandatory Measures For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Manual published by the Califomia Energy Commission. LTG -1: Required on plans for all submittals. Part 2 may be incorporated in schedules on plans. LTG -2: Required for all submittals. LTG -3: Optional. Use only If lighting control credits are taken. LTG -4: Optional. Use only If tailored Method is used. Part 2 and 3 used if applicable. PROJECT NAME DATE PRO ECT NAME DATE AMTRAK STATION - BAKERSFIELD 03 05 99 AMTRAK STATION - BAKERSFIELD 03/05/99 PDINCIPAI i lrwTimr nrcirnlra — Our I CIMATllDr _ _ s 111P un n— Au 'I CERTIFY THAT THE BUILDING PLANS AND ENERGY DESIGN ARE IN COMPLIANCE WITH TITLE 24, I PART 2, CHAPTER 53, OF THE CALIFORNIA CODE OF REGULATION. YES N/A ® ❑ BUILDING LIGHTING SHUT —OFF THE BUILDING LIGHTING SHUT —OFF SYSTEM CONSIST OF AN AUTOMATIC TIME SWITCH WITH A ZONE FOR EACH FLOOR: OR THE BUILDING IS SEPARATELY METERED AND LESS THAN 5,000 SQUARE FEET: EXEMPT FROM THE SHUT —OFF REQUIREMETS. ❑ ® OVERRIDE FOR BUILDING LIGHTING SHUT —OFF THE AUTOMATIC BUILDING SHUT —OFF SYSTEM IS PROVIDED WITH A MANUAL, ACCESSIBLE OVERRIDE SWITCH IN SIGHT OF THE LIGHTS. THE AREA OF OVERRIDE IS NOT TO EXCEED 5,000 SQUARE FEET. ® ❑ AUTOMATIC CONTROL DEVICE CERTIFIED ALL AUTOMATIC CONTROL DEVICES SPECIFIED ARE CERTIFIED, ALL ALTERNATE EQUIPMENT SHALL BE CERTIFIED AND INSTALLED AS DIRECTED BY THE MANUFACTURER. ® ❑ FLUORESCENT BALLAST AND LUMINARIES CERTIFIED ALL FLUORESCENT FIXTURES SPECIFIED FOR THE PROJECT ARE CERTIFIED AND LISTED IN THE DIRECTORY. ALL INSTALLED FIXTURES SHALL BE CERTIFIED. ® ❑ TANDEM WIRING FOR TWO —LAMP BALLASTS ALL ONE AND THREE LAMP FLUORESCENT FIXTURES ARE TANDEM WIRED WITH TWO (2) LAMP BALLAST WHERE REQUIRED BY STANDARD S132, OR ALL THREE LAMP FLUORESCENT FIXTURES ARE SPECIFIED WITH ELECTRONIC HIGH FREQUENCY BALLASTS AND ARE EXEMPT FROM TWO —LAMP TANDEM WIRING REQUIREMENTS. ® ❑ INDIVIDUAL ROOM /AREA CONTROLS EACH ROOM AND AREA IN THIS BUILDING IS EQUIPPED WITH A SEPARATE SWITCH OR OCCUPANCY SENSOR DEVICE FOR EACH AREA WITH FLOOR—TO- CEILING WALLS. ® ❑ UNIFORM REDUCTION FOR INDIVIDUAL ROOMS ALL ROOMS AND AREAS GREATER THAN 100 SQUARE FEET AND MORE THAN 1.2 WATTS PER SQUARE FOOT OF LIGHTING LOAD SHALL BE CONTROLLED WITH BI —LEVEL SWITCHING FOR UNIFORM REDUCTION OF LIGHTING WITHIN THE ROOM. ® ❑ DAYLIT AREA CONTROL ALL ROOMS WITH WINDOWS AND SKYLIGHTS, THAT ARE GREATER THAN 250 SQUARE FEET, AND THAT ALLOW FOR THE EFFECTIVE USE OF DAYLIGHT IN THE AREA SHALL HAVE 50% OF THE LAMP IN EACH DAYLIT AREA CONTROLLED BY SEPARATE SWITCH, OR THE EFFECTIVE USE OF DAYLIGHT THROUGH CANNOT BE ACCOMPLISHED BECAUSE THE WINDOWS ARE CONTINUOUSLY SHADED BY A BUILDING ON THE ADJACENT LOT, DIAGRAM OF SHADING DURING DIFFERENT TIMES OF YEAR IS INCLUDED ON PLANS This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building lighting requirements. The documentation prepare hereby certifies that the documentation is accurate and complete. DATE OF PLANS SIGNITURE BUILDING CONDITIONED FLOOR AREA CLIMATE ZONE BUILDING TYPE ® NONRESIDENTIAL ❑ HIGH RISE RESIDENTIAL ❑ HOTEL/MOTEL GUEST ROOM PHASE OF CONSTRUCTION ® NEW CONSTRUCTION ❑ ADDITION ❑ ALTERATION COMPLIANCE O LIGHTING ® COMPLETE BUILDING ❑ AREA CATEGORY ❑ TAILORED ❑ PERFORMANCE Indicate location on plans of Note Block for Mandatory Measures For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Manual published by the Califomia Energy Commission. LTG -1: Required on plans for all submittals. Part 2 may be incorporated in schedules on plans. LTG -2: Required for all submittals. LTG -3: Optional. Use only If lighting control credits are taken. LTG -4: Optional. Use only If tailored Method is used. Part 2 and 3 used if applicable. PROJECT NAME DATE PRO ECT NAME DATE AMTRAK STATION - BAKERSFIELD 03 05 99 AMTRAK STATION - BAKERSFIELD 03/05/99 PDINCIPAI i lrwTimr nrcirnlra — Our I CIMATllDr _ _ s 111P un n— Au 'I CERTIFY THAT THE BUILDING PLANS AND ENERGY DESIGN ARE IN COMPLIANCE WITH TITLE 24, I PART 2, CHAPTER 53, OF THE CALIFORNIA CODE OF REGULATION. YES N/A ® ❑ BUILDING LIGHTING SHUT —OFF THE BUILDING LIGHTING SHUT —OFF SYSTEM CONSIST OF AN AUTOMATIC TIME SWITCH WITH A ZONE FOR EACH FLOOR: OR THE BUILDING IS SEPARATELY METERED AND LESS THAN 5,000 SQUARE FEET: EXEMPT FROM THE SHUT —OFF REQUIREMETS. ❑ ® OVERRIDE FOR BUILDING LIGHTING SHUT —OFF THE AUTOMATIC BUILDING SHUT —OFF SYSTEM IS PROVIDED WITH A MANUAL, ACCESSIBLE OVERRIDE SWITCH IN SIGHT OF THE LIGHTS. THE AREA OF OVERRIDE IS NOT TO EXCEED 5,000 SQUARE FEET. ® ❑ AUTOMATIC CONTROL DEVICE CERTIFIED ALL AUTOMATIC CONTROL DEVICES SPECIFIED ARE CERTIFIED, ALL ALTERNATE EQUIPMENT SHALL BE CERTIFIED AND INSTALLED AS DIRECTED BY THE MANUFACTURER. ® ❑ FLUORESCENT BALLAST AND LUMINARIES CERTIFIED ALL FLUORESCENT FIXTURES SPECIFIED FOR THE PROJECT ARE CERTIFIED AND LISTED IN THE DIRECTORY. ALL INSTALLED FIXTURES SHALL BE CERTIFIED. ® ❑ TANDEM WIRING FOR TWO —LAMP BALLASTS ALL ONE AND THREE LAMP FLUORESCENT FIXTURES ARE TANDEM WIRED WITH TWO (2) LAMP BALLAST WHERE REQUIRED BY STANDARD S132, OR ALL THREE LAMP FLUORESCENT FIXTURES ARE SPECIFIED WITH ELECTRONIC HIGH FREQUENCY BALLASTS AND ARE EXEMPT FROM TWO —LAMP TANDEM WIRING REQUIREMENTS. ® ❑ INDIVIDUAL ROOM /AREA CONTROLS EACH ROOM AND AREA IN THIS BUILDING IS EQUIPPED WITH A SEPARATE SWITCH OR OCCUPANCY SENSOR DEVICE FOR EACH AREA WITH FLOOR—TO- CEILING WALLS. ® ❑ UNIFORM REDUCTION FOR INDIVIDUAL ROOMS ALL ROOMS AND AREAS GREATER THAN 100 SQUARE FEET AND MORE THAN 1.2 WATTS PER SQUARE FOOT OF LIGHTING LOAD SHALL BE CONTROLLED WITH BI —LEVEL SWITCHING FOR UNIFORM REDUCTION OF LIGHTING WITHIN THE ROOM. ® ❑ DAYLIT AREA CONTROL ALL ROOMS WITH WINDOWS AND SKYLIGHTS, THAT ARE GREATER THAN 250 SQUARE FEET, AND THAT ALLOW FOR THE EFFECTIVE USE OF DAYLIGHT IN THE AREA SHALL HAVE 50% OF THE LAMP IN EACH DAYLIT AREA CONTROLLED BY SEPARATE SWITCH, OR THE EFFECTIVE USE OF DAYLIGHT THROUGH CANNOT BE ACCOMPLISHED BECAUSE THE WINDOWS ARE CONTINUOUSLY SHADED BY A BUILDING ON THE ADJACENT LOT, DIAGRAM OF SHADING DURING DIFFERENT TIMES OF YEAR IS INCLUDED ON PLANS This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building lighting requirements. The documentation prepare hereby certifies that the documentation is accurate and complete. DOCUMENTATION AUTHOR SIGNITURE DATE WONG d: GOTAMA. INC. LUMINAIRE NAME DESCRIPTION The Principal Lighting Designer hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the lighting requirements contained in sections 110, 119, 130 through 132, and 146 or 149. Please check one: 0 I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a civil engineer, electrical engineer or architect. ❑ I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing documents for work that I have contracted to perform. ❑ 1 affirm that I am eligible under the execmption to Division 3 of the Business and Professions Code by Section of the Code to sign this document as the person responsible for its preparation; and for the following reason: PRINCIPAL LIGHTING DESIGNER — NAME SIGNATURE n ,{ LIC. NO. DATE BASHIR H. HAGHOR P.E. t` E8929 O Indicate location on plans of Note Block for Mandatory Measures For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Manual published by the Califomia Energy Commission. LTG -1: Required on plans for all submittals. Part 2 may be incorporated in schedules on plans. LTG -2: Required for all submittals. LTG -3: Optional. Use only If lighting control credits are taken. LTG -4: Optional. Use only If tailored Method is used. Part 2 and 3 used if applicable. PROJECT NAME DATE PRO ECT NAME DATE AMTRAK STATION - BAKERSFIELD 03 05 99 AMTRAK STATION - BAKERSFIELD 03/05/99 PDINCIPAI i lrwTimr nrcirnlra — Our I CIMATllDr _ _ s 111P un n— Au 'I CERTIFY THAT THE BUILDING PLANS AND ENERGY DESIGN ARE IN COMPLIANCE WITH TITLE 24, I PART 2, CHAPTER 53, OF THE CALIFORNIA CODE OF REGULATION. YES N/A ® ❑ BUILDING LIGHTING SHUT —OFF THE BUILDING LIGHTING SHUT —OFF SYSTEM CONSIST OF AN AUTOMATIC TIME SWITCH WITH A ZONE FOR EACH FLOOR: OR THE BUILDING IS SEPARATELY METERED AND LESS THAN 5,000 SQUARE FEET: EXEMPT FROM THE SHUT —OFF REQUIREMETS. ❑ ® OVERRIDE FOR BUILDING LIGHTING SHUT —OFF THE AUTOMATIC BUILDING SHUT —OFF SYSTEM IS PROVIDED WITH A MANUAL, ACCESSIBLE OVERRIDE SWITCH IN SIGHT OF THE LIGHTS. THE AREA OF OVERRIDE IS NOT TO EXCEED 5,000 SQUARE FEET. ® ❑ AUTOMATIC CONTROL DEVICE CERTIFIED ALL AUTOMATIC CONTROL DEVICES SPECIFIED ARE CERTIFIED, ALL ALTERNATE EQUIPMENT SHALL BE CERTIFIED AND INSTALLED AS DIRECTED BY THE MANUFACTURER. ® ❑ FLUORESCENT BALLAST AND LUMINARIES CERTIFIED ALL FLUORESCENT FIXTURES SPECIFIED FOR THE PROJECT ARE CERTIFIED AND LISTED IN THE DIRECTORY. ALL INSTALLED FIXTURES SHALL BE CERTIFIED. ® ❑ TANDEM WIRING FOR TWO —LAMP BALLASTS ALL ONE AND THREE LAMP FLUORESCENT FIXTURES ARE TANDEM WIRED WITH TWO (2) LAMP BALLAST WHERE REQUIRED BY STANDARD S132, OR ALL THREE LAMP FLUORESCENT FIXTURES ARE SPECIFIED WITH ELECTRONIC HIGH FREQUENCY BALLASTS AND ARE EXEMPT FROM TWO —LAMP TANDEM WIRING REQUIREMENTS. ® ❑ INDIVIDUAL ROOM /AREA CONTROLS EACH ROOM AND AREA IN THIS BUILDING IS EQUIPPED WITH A SEPARATE SWITCH OR OCCUPANCY SENSOR DEVICE FOR EACH AREA WITH FLOOR—TO- CEILING WALLS. ® ❑ UNIFORM REDUCTION FOR INDIVIDUAL ROOMS ALL ROOMS AND AREAS GREATER THAN 100 SQUARE FEET AND MORE THAN 1.2 WATTS PER SQUARE FOOT OF LIGHTING LOAD SHALL BE CONTROLLED WITH BI —LEVEL SWITCHING FOR UNIFORM REDUCTION OF LIGHTING WITHIN THE ROOM. ® ❑ DAYLIT AREA CONTROL ALL ROOMS WITH WINDOWS AND SKYLIGHTS, THAT ARE GREATER THAN 250 SQUARE FEET, AND THAT ALLOW FOR THE EFFECTIVE USE OF DAYLIGHT IN THE AREA SHALL HAVE 50% OF THE LAMP IN EACH DAYLIT AREA CONTROLLED BY SEPARATE SWITCH, OR THE EFFECTIVE USE OF DAYLIGHT THROUGH CANNOT BE ACCOMPLISHED BECAUSE THE WINDOWS ARE CONTINUOUSLY SHADED BY A BUILDING ON THE ADJACENT LOT, DIAGRAM OF SHADING DURING DIFFERENT TIMES OF YEAR IS INCLUDED ON PLANS BUILDING CATEGORY (From Table 1 —M) WATTS PER SF COMPLETE BLDG. AREA ALLOWED WATTS OFFICES 1.6 8,335 13,336 LUMINAIRE NAME DESCRIPTION NUMBER OF LUMINAIRES WATTS PER LUMINAIRE (including Ballast CEC DEFAULT TOTAL WATTS ®❑ ®❑ ®❑ ®❑ ®❑ El ®❑ ®❑ ®❑ ®❑ A THRU D COMET. FLUOR. DOWN LIGHT 32 MR -16 44 1408 E COMPT. FLUOR. DOWN LIGHT 10 TOTALS 54 540 F COMPT. FLUOR. DOWN LIGHT a O 46 368 G MR16 DOWN LIGHT 3 70 W 50 150 H PENDANT LIGHT 8 SOFFIT WITH ENERGY EFFECIENT BALLAST. 130 1040 J COVE LIGHT 8 62 496 K FLUOR. STRIP LIGHT 4 5 32 128 L & M RECESSED FLUOR. LIGHT 14 O 62 868 P HIGH -BAY METAL HALIDE 5 50W 215 1075 Q INDIRECT METAL HALIDE 20 METAL - HALIDE DOWNLIGHT. RECESSED CAN 295 5900 e If Prot u eing the sec Default value. pease provide supporting doeumentaam. SUBTOTAL FROM THIS PAGE D PLUS SUBTOTAL FROM CONTINUATION PAGE LESS CONTROL CREDIT WATTS (FROM LTG-3) ADJUSTED ACTUAL WATTS 11 973 BUILDING CATEGORY (From Table 1 —M) WATTS PER SF COMPLETE BLDG. AREA ALLOWED WATTS OFFICES 1.6 8,335 13,336 AREA CATEGORY (From Table 1 —N) WATTS PER SF AREA SF ALLOWED WATTS OFFICES 1.6 8,335 13,336 MR —16 75W RECESSED PROVIDE INTEGRAL TRANSFORMER CAN 0 CURVED SOFFIT. N3 /MR/AA/C MR -16 TOTALS 8,335 13336 I AREA I I WATTS I ❑ TAILORED ❑ PERFORMANCE TOTAL ALLOWED WATTS 13336 I (From LTG -4 or from computer run.) Nonresidential Compliance Form January 1996 LIGHTING FIXTURE SCHEDULE MANUFACTURER/ TOTAL SYMBOL TYPE DESCRIPTION VOLT LAMP TYPE MOUNTING REMARKS MODEL. NUMBER WATTAGE O A LOW VOLTAGE MR -16 DOWNLIGHT. RECESSED IRIS 27712 MR —16 75W RECESSED PROVIDE INTEGRAL TRANSFORMER CAN 0 CURVED SOFFIT. N3 /MR/AA/C MR -16 277/12 VAC O B RECESSED CAN 0 CURVED PORTFOLIO 277 METAL HALIDE 70 W RECESSED SOFFIT WITH ENERGY EFFECIENT BALLAST. MA7X -741 E -7471 LT PAR -30 C LOW VOLTAGE MR -16 DOWNLIGHT. RECESSED LUCIFER 5 2ND BID SUBMITTAL 6/22/99 4 BID SUBMITTAL 03/15/99 O ISSUED FOR PLANCHECK CAN 0 CURVED SOFIT. DHX -DL4XC 277/12 MR -16 50W RECESSED 12/21/98 No. O D METAL - HALIDE DOWNLIGHT. RECESSED CAN HALO 277 METAL HALIDE 50 W RECESSED 0 SLOPED WOOD SOFFIT WITH INTEGRAL BALLAST MA4 -791E SA1009471 -U PAR 20 E COMPACT FLUORESCENT DOWNLIGHT 0 INTERIOR WILA 277 COMPACT 2 -26W PROVIDE ELECTRONIC O FLAT WOOD SOFFIT WITH ELECTRONIC BALLAST. 126 - (2)65 -DF59 FLUORESCENT TC -TEL RECESSED BALLAST, MAX 10% THD F COMPACT FLUORESCENT DOWNLIGHT, RECESSED CAN HALO COMPACT 2 -18 O 0 RESTROOM WITH ELECTRONIC BALLAST. C8518 -8581 LI -2 277 FLUORESCENT QUAD RECESSED O G MR16 LOW VOLTTAGE DOWNLIGHT, RECESSED CAN IRIS 277/12 MR16 RECESSED PROVIDE HPF 0 TICKET SOFFIT. N3MRC 50W BALLAST o H PENDANT HUNG FIXTURE, 10OWMH, SINGLE FUSE, ALUMILITE 277 MH PENDANT PROVIDE HPF BRONZE FINISH. VK91 OH -277 -1 F /BZ- 2GC -2V6 100 BALLAST J COVE LIGHT STAGGARD FLUORESCENT STRIPLIGHT. METALUX F32T8 /SPX35 PROVIDE ELECTRONIC BALLAST WITH 10% THD SSL- 1- 32 -EB81 277 60 COVE K FLUORESCENT STRIPLIGHT 48". METALUX 48" LAMP ELECTRONIC 7 STN -2 -32 277 (1) F32T8/35K 64 PENDANT BALLAST WITH 10% THD L 2x2 RECESSED PRISMATIC FLUORESCENT WITH METALUX PROVIDE ELECTRONIC ❑ U -LAMP AND UV STABILIZING ACRYLIC PRISMATIC 2GC -2U6T8 277 (2) F 31U T8 60 RECESSED BALLAST WITH 10% THD SHIELDING M 2x2 RECESSED FLUORESCENT FIXTURE WITH 3" DEEP METALUX 277 (2) F 31U T8 FE] PARABOLIC REFLECTOR AND 2 U- LAMPS. 2EP3GAX2 U6T8S 331 -EB81 60 RECESSED VISA LIGHTS PROVIDE TRAFFIC N WALL SCONCE BRUSHE ALUMINUM OUTDOOR TYPE WHITE ACRYLIC DIFFUSER. COLONNADE SERIES 120 KRYPTON 2 -60W 120 WALL SIGNAL CLEAR LAMPS OW1042 -2N75 K60A19 /TS /EW 8000 HR LIFE P HIGH -BAY METAL HALIDE WITH DROP ACRYLIC LUMARK 277 MH 175 PENDANT HPF BALLAST -{� REFLECTOR 16 "0 175 WMH MHHM- DB16M175 Q INTERIOR INDIRECT METAL HALIDE SOFFIT MOUNTED SPI EDT 2603 250MH 277 MH 250 CEILING FLOOD LIGHT. rn u u R CANOPY LIGHTS -POST MOUNTED HYDREL 277 MH 175W PENDANT 7100 /A /MH100 /277 /VF /WK /CF S EXTERIOR DIRECT METAL HALIDE TRELLIS HYDREL GALLERY SERIES 277 MH 175W TRELLIS MOUNTED ARCHITECTURAL AREA LIGHTS 7100 /A /MH175 /277 /WF /JB /CF PARKING LOT AREA LIGHTS W/ TWO LIGHTS LITHONIA 25' ROUND TAPERED T "T1 " WITH ONE LIGHT FIXTURE ONLY BV2- 40OM -R4 277 MH 400W POLE ALUMINUM POLE U DECORATIVE LIGHT FIXTURE. CITY STANDARD SEE DETAIL SHEET E6.06 SUN VALLEY SERIES LAA LAA1- YA- 2- 175W- MH -IL -WP 277 MH 250W POLE POLES ONLY ARE PROVIDED BY OWNER �® EXIT SIGN, EDGE -LIT, 2 -LAMP, 2 CIRCUIT, GREEN X LETTERS ON CLEAR BACKGROUND, ARROWS AND LITHONIA PROVIDE 90 MIN. e H FACES AS REQUIRED WITH U/L LISTED LABEL ALUMINUM FINISH. LQM S -W3 -G- 277 -ELN 277 LED 2W WALL BATTERY AND CHARGER EMERGENI EXIT. BRUSHED (EMERGENCY LUMEN OUTPUT = 320). KIM ® Y COMPACT LANDSCAPE FLOODLIGHT #CFL -1 /50MH 277 /FH —DBE 277 MH 50W SUN VALLEY LAMP POST Z DOUBLE LAMP WALKWAY LIGHT 36- 1046T- 9'LCHI— CP /XAT -2 -180 277 MH 2x21 0W 9' HIGH AA SERVICE ROAD LIGHT W/ 4" SQUARE, 20' LONG POLE LITHONIA — BOULEVARD SERIES BV2- 250M —R2 -277 SPB04 —CR 277 MH 30OW L20 P T HIGH <O BB TREE UP —LIGHT HYDREL M9400 SERIES 277 MH 100W IN GROUND <0 CC TURF UP —LIGHT HADCO 14— G —H -70H -277 277 MH 100W IN GROUND tej ,ens PAnwN neeoaatee Arcfteote P10*0 Amtrak Station 601 Truxtun Bakersfield CA Im Santa Monica Bind, Suite 300 Santa Monica, CA 90404 3.828.6876 fax 310.828.6685 tel s � 2 WONG (_r0Tt�M, �; � . .�.,C. rt '00 Xg ) *4 MSU&a fR $ 13160 Mindanao Way Marina del Rey, CA 90292 310 - 827 -3332 FAX 310 - 822 -5511 Shag Title oats V'or L Fixture Schedules and Title 24 Forms None 198 -121- 01 I coo dwg E1.01 ct q- 13 3 5 2ND BID SUBMITTAL 6/22/99 4 BID SUBMITTAL 03/15/99 3 ISSUED FOR PLANCHECK 03/08/99 2 PROGRESS PRINT 02/15/99 1 1007. DESIGNED DEVELOPMENT SET 12/21/98 No. i Description I Date s � 2 WONG (_r0Tt�M, �; � . .�.,C. rt '00 Xg ) *4 MSU&a fR $ 13160 Mindanao Way Marina del Rey, CA 90292 310 - 827 -3332 FAX 310 - 822 -5511 Shag Title oats V'or L Fixture Schedules and Title 24 Forms None 198 -121- 01 I coo dwg E1.01 ct q- 13 3 10 Santa Monica Bid Sffite 300 Santa Morifoa, CA 90404 3VA28.6676 fax 3VA28.8885 tel Project Amtrak Station 601 Truxtun BakersW CA �,txo Way n 13160 Mid W z Y j Marina del Rey, CA 90292 310 - 827 -3332 FAX 310- 822 -5511 E 92 ' C et" Tffb Enlarged Partial Site Plan Deft stew 1/16" = 1'- on Project Nwtw M FM 198-121-01 dw at" NMI" E2m01 7. 1/ - 13f 5 2ND BID SUBMITTAL 6/22/99 4 BID SUBMITTAL 03/15/99 3 IISSUED FOR PLANCHECK 03/08/99 2 PROGRESS PRINT 02/15/99 1 100% DESIGNED DEVELOPMENT SET 12/21/98 FNo7.7, Description Date �,txo Way n 13160 Mid W z Y j Marina del Rey, CA 90292 310 - 827 -3332 FAX 310- 822 -5511 E 92 ' C et" Tffb Enlarged Partial Site Plan Deft stew 1/16" = 1'- on Project Nwtw M FM 198-121-01 dw at" NMI" E2m01 7. 1/ - 13f «WWM MCFEIGM in Santa VA*a BK sub 300 Santa Mocks„ CA 90404 310.828.6876 fax 310.828.6885 tal ProJw Amtrak Station 43 Z z 0 u� u.� s II L1 UxI 601 Truxtun Bakerefield, CA ..�. .E..._..._. E 13160 Mindanao Way Marina del Rey, CA 90292 310 - 827 -3332 FAX 310 - 822 -5511 Enlarged Partial Site Plan We saws 1/16" = 1°- 0" Robe "unbar CAD Fk { dw SIUM Nunbar E2M0 IV- /3 5 2ND BID SUBMITTAL 6/22/99 4 BID SUBMITTAL 03/15/99 3 ISSUED FOR PLANCHECK 03/08/99 2 PROGRESS PRINT 02/15/99 1 1009 DESIGNED DEVELOPMENT SET 12/21/98 No. Description t Date ..�. .E..._..._. E 13160 Mindanao Way Marina del Rey, CA 90292 310 - 827 -3332 FAX 310 - 822 -5511 a" Tft Enlarged Partial Site Plan We saws 1/16" = 1°- 0" Robe "unbar CAD Fk { dw SIUM Nunbar E2M0 IV- /3 a" Tft Enlarged Partial Site Plan We saws 1/16" = 1°- 0" Robe "unbar CAD Fk 198-121-01 dw SIUM Nunbar E2M0 IV- /3 TYPE 'L' TYPE 'M' RECE56ED PRISMATIC 2'x2' FLUOR. RECESSED PARA50LIC 2'x2' FLUOR (METALUX 2GC- 2U(oT8) (METALUX 2EP3GAX2U(oT8) 10 LOCATIONS ONLY 4 LOCATIONS ONLY TYPE 'N' TYPE 'A' TYPE 'K' OUTDOOR TYPE WALL SCONCE RECESSED CAN 9 CURVED SOFFIT FLUORESCENT STRIPLIGHT 48" (VISA LIGHT OW1042 -2N15) (IRIS N3/MR/AA /C) (METALUX STN 2 -32) 4 LOCATIONS ONLY 3 LOCATIONS ONLY TYPEJ .. „ ...................... „...„ „.. „ „ „ „................... „ „.............. „.. „ „ .. „ „... _.................. „.. „.... .. „... „....... „„..„.„...........„. . „. „..... „ „ „ „......_........... „. „ „..... „.... „ „;.;,,,.. TYPE H COVE FLUORESCENT LIGHTING - ~” (METALUX SSL -1 -32 E581 (1) TSF32 LAMP) PENDANT HUNG RA -37 VIA PHOTO CELL 22 22 9 37 37 0 00 8 LOCATIONS ONLY PG... " ..................... ..... ............................... gar aaaPU . „... „.,. ",,.,. "., j aaanaaa�aaaaass��s�ss . " " " ".." a JANITOR a 2 € �.„ 2 E ` 24 4 22 22 I b b b 4 I " 0 I AK I ; 2 I ICE € - ICE „4__..........._.... TO[ Eta 0 24 WOMEN _..... MEN I 20 22 22 I� ti 24 24 24 b E E 24 b i 20 A— 2 24 26 I a a a IN b L I ..."............__ .... ............... „.. „............ „ ............ _.....,,_..........,... „............_ ' e e • e 18 2 ab 24 i a 20 E— -4 a b b b F i 3 i - . --.... ...... .,. „„ . „..... „ „. „ „ „ „. j� 's TYPE 5 E RE E 20 a � 24 � CESS D GAN ........................"....... ........._..................... „....... „.. „ „ „ „ „, . ......... .............._....„... „..„„„.. € �. CU SOFFIT „.2Q.. 2.p.„ ..2II.. _....2.p. "... „y:;.:��:: „- �..:�- ::::::: ::�.- .,.:;� ::::::::::::: „r .......�.. -. � 24 { TYPE 'F' LA -18, 20 `'” 26 ”; " °” "ab~ (PORTFOLIO RECESSED CAN g RESTROOMS ' -. /i ” "„ m" _ 3 „ „, „. (HALO C8518- 85811-1 -2) 1 O TYP -- •`"= � "� -"-`�m "" � MA�X�41E i4�1Lt) 16 ) 26 ,r........... _ „.. „........ :,fi:. ab I :4 LOCATIONS ONLY 24 I 24 a ...., „... „. J a i tRA f£, :............ —3 Y 6 F 1C I S LIES I 22, F : , ,g I b b 24 b OVE E_ € 0 3 ` g t fs ”, ffs f {{ b 26 - 0 24 0124 TYPE 'X' b EMERGENCY EXIT LICxHt {; -3 „.._...._.6 a LITHONIA LQM- S- W3- CiW- 211 -ELN 26 26 TICKE IN I 22' 16 (4 LOCATIONS ONLY) LA -14,16 f£ ,k r b 2 6 a b 2 I E -3 E 3 ( 22 , : _...... E i -1 L IN IN q IN IN i E %E i „. „.... „......_. 24 24 qq 4'. 2 I 22 22 I I 22 . 37: ; 37 TYPE 'D' TYPE 'Cx' RECESSED CAN e SLOPED WOOD SOFFIT RECESSED CAN GTICKET SOFFIT (HALO MA4 -191E SAIOOS411 -1-1) (IRIS N3MRC) 3 LOCATIONS ONLY 3 LOCATIONS ONLY TYPE 'C' RECESSED CAN DOWNLIGHT TYPE 'P' (LUCIFER DHX- DL4XC) METAL HALIDE 0 EXTERIOR SOFFIT TYPE 'E' (LUMARK MHHM D5161'1115) RECESSED CAN a INTERIOR FLAT WOOD SOFFIT 5 LOCATIONS ONLY (WILA 126 - (2)65 -DFSc3) 10 LOCATIONS ONLY (c) MS PAwaftl A.ncktw ArftwW PMJbct Amtrak Station 601 Truxtun Bakersfield CA IM Santa Mmc;a ON4 Suits 300 Santa Monica, CA 90404 310.628.6676 fax 310.828.8885 tel WONG & GOTAMA. INC. %S+s a rtclra,rs 13160 Mindanao Way Marina del Rey, CA 90292 310 - 827 -3332 FAX 310 - 822 -5511 -, eff��'; 9” M” Ground Level Lighting Plan Dba scab 1/8” 1'- on Prod NWift CAD FN 198-121-01 dw w” mo bw L 5 2ND BID SUBMITTAL 6/22/99 4 BID SUBMITTAL 03/15/99 3 ISSUED FOR PLANCHECK 03/08/99 2 PROGRESS PRINT 02/15/99 1 100% DESIGNED DEVELOPMENT SET 12/21/98 No. Dew*tion Date WONG & GOTAMA. INC. %S+s a rtclra,rs 13160 Mindanao Way Marina del Rey, CA 90292 310 - 827 -3332 FAX 310 - 822 -5511 -, eff��'; 9” M” Ground Level Lighting Plan Dba scab 1/8” 1'- on Prod NWift CAD FN 198-121-01 dw w” mo bw L , �{ ' P •" G03- z' %ice% .•t,, ,,,,,,,,,,,-,,,--...,.....,,,,,,. ...............,,,,,,......_... f AT EAC'3-1 s 3 { ...j . ...................{.`.; . ......................... ............. _.. ...... ..... ..... W ................ ._ .......... _ .._ ............................._......... . ............. _ ........... .........................._.... ........... _................................... ...... .._._...................... ............. .. LA- 2,4..,..................... ..................... ............................ 2 2 0 f - f f £ ff # f 4 1 } ;f E-1 } # at f i }? }; } TO PANEL E -11 SEE EL3.00 ' it •{ { � 5 £ f � 5 f � L �� , i ...................... # #„ #ww,,,, f { f , ,. �,Sq�� s`: {: 6 E-1 6 f } 8 � - 6 "} E -1 > 6 8 } E_ 1 ` g . .._.. _. . _ i i................................................%.......................................................................»......................................................................................................................................................................................................................... ........w...................... ............................................................................................................................................................. ............................... 0 INSTALL NUMBER OF WIRING PER CIRCUIT WIRING SCHEDULE SHEET E1.00. 02 LIGHTING SENSOR TORK 2100 SERIES TO TURN HALF THE LIGHTS OFF WHEN LIGHTING LEVEL IS OVER 50 FT.C. AND TURN BACK ON WHEN LIGHTING LEVEL IS LESS THAN 25 FT. C. (0 IM Rossetti Assodatse ArchReob Protsot Amtrak Station 601 Truxtun r Balc fi Id, C A es e in Santa Nonce %4 Sub 300 Santa Mona, CA 9040 310.828.6876 fax 310.828.6885 tal a 13160 Mindanao Way Marina del Rey, CA 90292 310 - 827 -3332 FAX 310- 822 -5511 sheet Title Clerestory Lighting Plan Date see 1/8" = 1'- 0" ProJsct MR 60 CAD Fb 198-121-01 dvv sheet RMAW E � Y y . / � S 5 2ND BID SUBMITTAL 6/22/99 4 BID SUBMITTAL 03/15/99 3 ISSUED FOR PLANCHECK 03/08/99 2 PROGRESS PRINT 02/15/99 1 100% DESIGNED DEVELOPMENT SET 12/21/98 No. Description Date a 13160 Mindanao Way Marina del Rey, CA 90292 310 - 827 -3332 FAX 310- 822 -5511 sheet Title Clerestory Lighting Plan Date see 1/8" = 1'- 0" ProJsct MR 60 CAD Fb 198-121-01 dvv sheet RMAW E � Y y . / � S ....... . .....,.,.y ..... - . ..... ............ ... ...... .. ...... ...... ...... . .... RB-7 - (SIGN OUTLET) VERIFY LOCATION ELECT RM. If 4_1 0 .4-1 -c To TEL 7. ......... . ........... .... .... @L M �Vl f. I. : ? SI .......... --- - ------- - - . .... F+_1 PROVIDE 1/2-C.0 FAN WITH W/P PC - 102/0 G CONNECT TO GROUND GRID SEE EP3.01 4'-0" MIN. PANEL 'LA' 211/480V RELAY PANEL CD e/— A 1 PANEL 'R5' PAN5,L 'RA! DRY-TYPE XFORMER 15 KVA 120/208V R INTER-39 OCK . . . . ...... 2 STATER FRIO ,RTER J .......... ... ........... - - ---------- WIN . ........ _4 ............... 4- ---------- - ..... ........ ....... ELECT. F. i W/' P 4 i ............... . .... . ...... ...... ---------- - (• 6/22/99 f BID SUBMITTAL 12 CLOCK': Od_itT. -.VERIFY ­,.e ............ . -3 R-k-4 5 <1 1 100% DESIGNED DEVELOPMENT SET 12/21/98 No. , Description 17 15 sf Jii 1+45 mf 15 TO TEL--RM- 6 W f. ....... .... Z .......... . ....... . . • Loci F""I 111-1111--�,f­,; . ......... PC - 102/0 G CONNECT TO GROUND GRID SEE EP3.01 4'-0" MIN. PANEL 'LA' 211/480V RELAY PANEL CD e/— A 1 PANEL 'R5' PAN5,L 'RA! DRY-TYPE XFORMER 15 KVA 120/208V R INTER-39 OCK . . . . ...... 2 STATER FRIO ,RTER J .......... ... ........... - - ---------- WIN . ........ _4 ............... 4- ---------- - ..... ........ ....... ELECT. F. i W/' P 4 i ............... . .... . ...... ...... ---------- - (• 6/22/99 f BID SUBMITTAL 12 CLOCK': Od_itT. -.VERIFY f. ................. 1-4513 -3 R-k-4 5 <1 1 100% DESIGNED DEVELOPMENT SET 12/21/98 No. , Description 17 15 sf Jii 1+45 mf 15 6 W f. Z .......... . ....... . . • Loci "EL . ..... .... ......... . ...... - RS 2,4 RA -1.3,5 - 7u fs RA-7j9'11'-. . . ......... 4 (TYP) RA, . . ... .... RA- 2d .............. ROUND LEVEL . ......... .......... T — 0 "13/CAUEE", 11,/As, PLAN PROVIDE LIGHTING RELAY CONTROL PANEL LITHONIA SWITCH KEEPER CATALOG # RCSK-32-24R-120/277—LSC IN NEMA-1 ENCLOSURE. ENLARGED ELECTRICAL ROOM SCALE: 1/2" = V-01) Is s El J MAIN .. ... .. ......... r I ELI RB-1( .1 2 ........ RB-1 4 r • 10 J jI T` C.O. -1. .1 , 2 VIA J RA -2 4,61 8 I �cc 2 2 H 6 6 1, 150 -2 01:1 20 22 2a- TEL. R 22 1 22 f f RA- 8,10,11, 1 jo,'_ OFFICE -5 112 20 10 22 2'2 4 (• 6/22/99 f BID SUBMITTAL 12 CLOCK': Od_itT. -.VERIFY f. ................. 1-4513 EXACTIOdA-TIO'N. JN FIELD. R-k-4 5 <1 1 100% DESIGNED DEVELOPMENT SET 12/21/98 No. , Description 17 15 sf Jii 1+45 15 6 W B-1 5 RB-9,11 (SIGN OUTLET) VERIFY LOCATION W/ SIGN CONTRACTOR W/P C-2 6 ............. .. r�- 7 , x LA-31,33,35 1RA -1 ... ....... L IN6,, 15,14 +2e (3 -41 (ROLL U 2 BASEBOARD HEATER (TYP 3) 6 6 ....... ...... . ........ . 24 FOR BATTERY CHARGER (TYP) 14 WP A RA- 141618 WP T WP,,- i18 RA-26- -01 � 2, (TYP) Cc) IM Rossetti Assoclatm AraNtmb Project Amtrak Station 601 Truxtun Bakerefiek% CA " Same Moft 34 Sub 300 Santa Wica, CA 90404 310.828A876 fax 310.828.6885 td —5 2ND BID SUBMITTAL 6/22/99 4 BID SUBMITTAL 03/15/99 3 ISSUED FOR PLANCHECK 03/08/99 —2 PROGRESS PRINT 02/15/99 1 100% DESIGNED DEVELOPMENT SET 12/21/98 No. , Description Date ZN, WO GOTAMA, INC. ............. 13160 Mindanao Way Marina del Rey, CA 90292 310-827-3332 FAX 310-822-5511 6' -E 2 sheet Tft Ground Level Power Plan Date scab 1180 = ip- on Pmwd MAI" 198-121-01 CM Flt dwg et»et Number EP3 00 k I TF'II.HL) #2/0 BARE COPPER RUN 1/2 "C.O. TO (D-2 ? "C - 3 #1 /0 + 1 #4G AIN DISTRIBUTOR PANEL RUN 1/2 "C.O. TO @ -1 YC - 3 #1/0 + 1 #4G CAIN DISTRIBUTOR PANEL (c) ON ROMW Amt. MCMMft ProJW Amtrak Station 601 Truxtun Bakersfield, CA 110 Santa Morica 9K Me 300 Santa Muft CA X404 310.828.6876 fax 310.828.6885 td 5 2ND BID SUBMITTAL 6/22/99 4 BID SUBMITTAL 03/15/99 3 ISSUED FOR PLANCHECK 03/08/99 2 PROGRESS PRINT 02/15/99 1 100% DESIGNED DEVELOPMENT SET 12/21/98 No. Description Date x WONG & GOTA 1A, I KC. 13160 Mindanao Way Marina del Rey, CA 90292 310 - 827 -3332 FAX 310 - 822 -5511 81" Tft Clerestory Power and Grounding Plan Date 801b 1/8" = 1'- on Pr jw maim CAD Fft 198-121-01 dw er" lfn" EP3m01 PCs 4 E PADMOUND TRANSFORMER ud..o 2(3`C-4,3W KCMIL) A2 LaIM' SVPa16 XAMI.0 BY PACs 4 E) PANEL E t►�o -u�w J I'C -M1A0 G METALLIC COLA IFER 5/5 ® -8' COPPER WATER MAIN � �"'� 0004 Owulso 20C - 4+14/0 + IW 3 PH4W M / 6@@A M MAIN DISTRIBUTION PANEL 'MDP' ester. %PU . AM biwA CU aeon ABC . -W KA 21V4emv 3N-4W PAWL E 60A 81JS 11200 -- 60A MAN 19350 15 EMG L*HtB 20 (6) TRAIN CANOPY LIGHTS 20 at" MEOW E4..00 3 EMSs L*FItS TO 20 10 4 g 19 20 6 1 2000 21 8 9 no"1.111. 2000 kv 11 SPARE 1000 12 225A 225A 225AE ; ' I 1@@A 3P �I� 25AT MCP MCP BPARE 112'C «ql # MKs 1 V!'G -3W M 3 25zz 200A � PNEL pRy_TMpg '�0 W/P 9P IWP 9P LA T_I 211/ 1152 KVA x 3 PH-4U 3/4'C-MXs 00/200 AC-1 AG-2 L �4 = 1 1SA PANEL 21C - 4MI�0 � NXs � PANEL RA 9P IOOA n 3P4-4W Y41C -Mt Mb6 PANEL FS I20!!lmbV 31°41 -0 5INGLE-LINE DIAGRAM a- C-Aas �m VOLTAGE: 717/4801/ PH 4 WIRE: 3PH -41.1.1 BUS: 225A DESCRIPTION (5) BUS CANOPY LIGHTS (5) 5US CANOPY LIGHTS �I 11) C'I) 6 (8) PHASE A I B F C PANEL. L_A MAIN: 200A NO. SIZE 1 20 3 20 0 / Ma (6) TRAIN CANOPY LIGHTS 11200 (dpi: 19350 15 20 (6) TRAIN CANOPY LIGHTS 56450 at" MEOW E4..00 1200 1i 20 (6) TRAIN CANOPY LIGHTS 000 19 20 (6) TRAIN CANOPY LIGHTS 2000 21 20 (6) TRAIN CANOPY LIGHTS no"1.111. 2000 23 20 SPARE 1000 1 25 20 Imcom mmon 24001 21 20 I 6 ADD NEW LIGHT CIRCUITS LA- 28,30, 32 -34 2800 29 20 BASEBOARD HEATER EH -1 2000 ON 7/12/99 31 20 5ASE50ARD HEATER EH -2 4 1000 03/15/99 33 20 BASEBOARD HEATER E14-3 2 PROGRESS PRINT 1000 35 20 SPACE Nm SOON Elm 31 20' MM MOE2=1 39 20 41 20 0A: 11100 (dpi: 19350 0C: 19400 TOTAL: 56450 NCL LCL (65.4) X (125) DML ( ) X DF( LOCAT ION : El ECT. R" 1. AIC RATED:__4�00 DESC ;RIPTION (5) UPLIGHTS (5) LIPLIGHTS (5 UPLIGHTS (5) UPLIGHTS (12) LANDSCAPE LIGHTS ( ) S IGHTS (5) WALKWAY LIGHTS V (8) LIP - LIGHTS (8) UP- LIGHTS (20) CANOPY LIGHTS (26) OFFICE, TCKNG 4 i3AG. AREA Single Line Diagram • Panel Schedules Ddr DO© k'' W dw at" MEOW E4..00 I v- 0 .3 ---- I - JW • LE no"1.111. - - E3EM 1110111111100U., No Imcom mmon Him I 6 ADD NEW LIGHT CIRCUITS LA- 28,30, 32 -34 09/28/99 PG & E SERVICE CHANGES M A ON 7/12/99 2ND BID SUBMITTAL mmmm 4 BID SUBMITTAL 03/15/99 3 ISSUED FOR PLANCHECK 1E 2 PROGRESS PRINT 1110111110 1 100% DESIGNED DEVELOPMENT SET 12/21/98 Nm SOON Elm MM MOE2=1 ■:Q7MI�mll ON13 mmon ®�Om■N ISO M110111101111111O •- 11111011NI ' -'- m '' IM 1101111101111011 -' -'- ■ ■ ■■ MM- 110110111 - Now MMM E31121111101 110111 MEN 011111 10111 ON NCL LCL (65.4) X (125) DML ( ) X DF( LOCAT ION : El ECT. R" 1. AIC RATED:__4�00 DESC ;RIPTION (5) UPLIGHTS (5) LIPLIGHTS (5 UPLIGHTS (5) UPLIGHTS (12) LANDSCAPE LIGHTS ( ) S IGHTS (5) WALKWAY LIGHTS V (8) LIP - LIGHTS (8) UP- LIGHTS (20) CANOPY LIGHTS (26) OFFICE, TCKNG 4 i3AG. AREA s KVA 10b KVA = KVA * INSTALL LIGHT SENSOR TO TURN OFF THESE LIGHTS IF THE DAYLIGHT IS 30 F.C. OR MORE AND TURN THEM SACK ON IF THE LIGHT LEVEL DROPS 5ELOW 30 F.C. FOR DEMAND KVA = -11 FDR DEMAND AMP - 85A • • _ Ad Single Line Diagram and Panel Schedules Ddr sad. None k'' W dw at" MEOW E4..00 I v- 0 .3 ---- I - JW • LE no"1.111. - - E3EM 1110111111100U., No Imcom mmon Him I 6 ADD NEW LIGHT CIRCUITS LA- 28,30, 32 -34 09/28/99 PG & E SERVICE CHANGES M A ON 7/12/99 2ND BID SUBMITTAL s KVA 10b KVA = KVA * INSTALL LIGHT SENSOR TO TURN OFF THESE LIGHTS IF THE DAYLIGHT IS 30 F.C. OR MORE AND TURN THEM SACK ON IF THE LIGHT LEVEL DROPS 5ELOW 30 F.C. FOR DEMAND KVA = -11 FDR DEMAND AMP - 85A • • _ Ad Single Line Diagram and Panel Schedules Ddr sad. None A 198 - 121 -01 W dw at" MEOW E4..00 I v- 0 .3 ---- I Z-411GAN No mmon Him I 6 ADD NEW LIGHT CIRCUITS LA- 28,30, 32 -34 09/28/99 PG & E SERVICE CHANGES 09/16/99 A ON 7/12/99 5 2ND BID SUBMITTAL mmmm 4 BID SUBMITTAL 03/15/99 3 ISSUED FOR PLANCHECK 1E 2 PROGRESS PRINT 1110111110 1 100% DESIGNED DEVELOPMENT SET 12/21/98 Nm SOON Elm MM MOE2=1 ■:Q7MI�mll ON13 mmon ®�Om■N ISO M110111101111111O •- 11111011NI ' -'- m '' IM 1101111101111011 -' -'- ■ ■ ■■ MM- 110110111 - Now MMM E31121111101 110111 MEN 011111 10111 ON IMM111111001111 1111011111010111 1111111111111111NIMM MEM 1111111111110111E ISO ON IMME111 MME0 11101110 ME 11110101113111 ON 1111011=1111111M m3m== E 1111111 E3EM 11111111M MEM 10 011111011111M E3w1I1O 10111111011 1101 ME ISO on mom= No E3M E3 110111111111111M 1101 - MOM Pincus M 11111111111101r,'"T 0090 mm-- (a),0Anoolat. Prolsat Amtrak Station 601 Tmhm M*iwsf eK CA ��ao�rrsoo Y Single Line Diagram and Panel Schedules Ddr sad. None A 198 - 121 -01 W dw at" MEOW E4..00 I v- 0 .3 ---- I No mmon Him I 6 ADD NEW LIGHT CIRCUITS LA- 28,30, 32 -34 09/28/99 PG & E SERVICE CHANGES 09/16/99 A ON 7/12/99 5 2ND BID SUBMITTAL 6/22/99 4 BID SUBMITTAL 03/15/99 3 ISSUED FOR PLANCHECK 1E 2 PROGRESS PRINT 1110111110 1 100% DESIGNED DEVELOPMENT SET 12/21/98 Nm pin Elm MM MOE2=1 ON13 mmon 11111111 ISO M110111101111111O on 11101M MM- 110110111 - Now MMM INS 110111 011111 1111111111111111NIMM MEM 1111111111110111E ISO ON MME0 ME ON 1111011=1111111M m3m== E 1111111 MEM 0111111101E ME (a),0Anoolat. Prolsat Amtrak Station 601 Tmhm M*iwsf eK CA ��ao�rrsoo Y penis ^._. ",. ,..,:. _.... 13160 Mindanao Way Marina del Rey, CA 90292 310 - 827 -3332 FAX 310 - 822 -5511 We Tft Single Line Diagram and Panel Schedules Ddr sad. None A 198 - 121 -01 W dw at" MEOW E4..00 I v- 0 .3 ---- I 6 ADD NEW LIGHT CIRCUITS LA- 28,30, 32 -34 09/28/99 PG & E SERVICE CHANGES 09/16/99 A PLANCHECK COMMENTS 7/12/99 5 2ND BID SUBMITTAL 6/22/99 4 BID SUBMITTAL 03/15/99 3 ISSUED FOR PLANCHECK 03/08/99 2 PROGRESS PRINT 02/15/99 1 100% DESIGNED DEVELOPMENT SET 12/21/98 Nm pin Date penis ^._. ",. ,..,:. _.... 13160 Mindanao Way Marina del Rey, CA 90292 310 - 827 -3332 FAX 310 - 822 -5511 We Tft Single Line Diagram and Panel Schedules Ddr sad. None A 198 - 121 -01 W dw at" MEOW E4..00 I v- 0 .3 ---- I �r l VOLTAGE: 211/48OV LOCATION : OUTDOOR PH E WIRE: 3PH- 4W'���- �� AIC RATED: 42000 SUS: 225A MAIN: 225A r — — — — — I I DESCRIPTION PHASE HK 5K ?A ?5 ?C 5K CK PHASE DESCRIPTION SIZE NO. A 5 IS I 1 SPARE 1800 20 2 rowo LIFT STATION I 1 1800 3 20 40 4 6000 2600 5 20 1 1 6 6 24 0 8 6,MO SPARE 0 1 0 40 10 6000 Z�s � I TRANSFORMER 20 C13 C L H 26 i (12) SERVICE ROAD LIGHTS 24001 11 20 12 6000 1 4WI211 (1O) TREE UP LIGHTS MH 1200 13 20 14 room IRRIGATION VAULT (FUTURE -NIC) , 1 (13) TURF UP LIGHTS 1560 15 20 40 16 6000 (15) 5OLLAR0 LIGHTS 1200 1-i 20 18 g,000 I 1 (18) UP LIGHTS + BOLLARD LIGHTS 1800 I 19 20 20 20 2000 SPAS — — — — — — (8) PARKING LOT LIGHTS cool 21 20 20 22 1 2000 (8) PARKING LOT LIGHTS 3600 23 20 20 24 2 (1) PARKING LOT LIGHTS 3600 25 20 20 26 600 SPARE 1 l5 "G, 4 -600 KCMIL) (1) PARKING LOT LIGHTS 3600 21 20 20 28 rpO01 STORAGE ROOM LIGHTS MONUMENT SIGN UPLIGHTS 3600 29 20 20 30 6 SPAS CABLES BY PG < E) SPARE 3600 31 20 20 32 SPACE SPARE 2400 33 20 20 34 (13) TREE UP LIGHTS 2000 35 20 20 36 r-- - ----- -- - - - - -~ SPARE 1000 31 20 20 38 CITY METER 1 , 3000A cu Dub 44W , � AMTRAK METER 640 39 20 20 40 1260 41 20 20 42 I I PULL SECTION I 1N 1M 1 , 1 15400 15600 15000 1 20600 20600 20600 1 1 I I 0A: 36000 NCL 108.00 X (1 -0O) = 108 KVA I KVA 1 1 05: 36000 LCL ( ) X (125) FOR DEMAND KVA = 108 1 1 1 0C: 36000 DML C ) X OF(C1) = KVA FOR DEMAND AMP = 13OA 1 I � I 1 1 TOTAL: 108000 1 3P 1 1 ) 31° MAIN 115UJ5D" I I 1 1 ----------------- -�- - -- ----- - -r - -- -- - - - -- ------------------ - - - --� I 6OOA BUS 3PH -4W 480/211V 42 KAIC 25O0A 5US 3PH -W 48OV 42 KAIC 1 I I I 1 I I I I I ]@ P P 8 ] P� � A , 3P 3P P VOLTAGE: 120/208 LOCATION : OUTDOOR PH i WIRE: 3PH -4W PANEL. RP - AIC RATED: 10000 SPAN SUS: 125A L-- - - - - -- ---------- - - - - -- ----- - - - -- - - - - - -- -- - - - - -- - - - - - -- - - -� MAIN: 125A — INC-404 I "C -4"6 PHASE CK 5K 5K CK PHASE 480 2 1/2'r. - 40 4 /O + M/0 G) 30 KVA t -2 3-600 KCMIL 480 DESCRIPTION ?A 75 ?C DESCRIPTION T-1 45 KVA >� /� A 5 C NO. SIZE SIZE NO. A 5 G 20OA20V 20B/120V SPARE 200 1 20 20 2 400 SPARE 3/4"C-104G 11/2"C-401 3 /4 "C -NBCs I I /4 "G- 1000 3 120 20 4 1 400 1 _ 1 1 A _ 500 5 20 20 6 400 120/2"" 2�7/480v '�t� AMTRAK � LIFT �{ KsF1 FOUNTAIN PUMP 1500 1 1 1 20 20 8 100 WP RECEPTACLE 2O8V LIC914THs STATION POWER POUER Powell Q PANEL PANEL CADINI:T CADINET CADINET PANEL 1500 9 1 20 10 100 'RP' 'LP' CONTROL PANEL I PALL 2 PANEL 3 "MCP"1" FOUNTAIN PUMP 1500 11 20 20 12 '100 WP RECEPTACLE 12OV 13Y ot+ -11=R8 1500 1 13 20 20 14 SPACE 12m/2m8v FOUNTAIN PUMP 1500 15 20 20 16 1500 11 120 20 18 $00 19 120 20 20 1000 21 20 20 22 00 23 20 20 24 SINGLE-LINE D I AGRA1" I 5 25 20 20 26 NOT TO SCALE 21 20 20 28 29 20 20 30 knool 3650 4000 Ilmn 1100 110 OA: 4800 NCL 14b5 X (1.00) 141o5 KVA 05: 4150 LCL C ) X (125) - KVA FOR DEMAND KVA = 14.65 OC: 5100 DML l ) X DF(O: i) KYA FOR DEMAND AMP = 4OA TOTAL: 14650 FUEL SPILL CONTROL PANEL 01 ( 5Y FUEL SPELL CONTRACTOR) VOLTAGE: 120/208 PH 4 WIRE: 3PH -4W 5US: 125A Site Distribution PANEL- MAIN: �C� �„ #>✓ 1OOA Dab LOCATION : OUTDOOR AIC RATED: 10000 DESCRIPTION none PHASE CK NO. 5K SIZE ?A �5 ?C 5K SIZE CK NO. PHASE DESCRIPTION A 5 C A 5 C BEACON LIGHT 200 1 20 20 2 400 LEAK DETECTORS 6 SUMP PUMP 09/28/99 1000 PG & E SERVICE CHANGES 3 20 20 4 5 400 6/22/99 4 BID SUBMITTAL 03/15/99 3 ISSUED FOR PLANCHECK 03/08/99 2 CONTROL POWER 02/15/99 1 200 5 20 20 6 400 1 1 2000 CONTROL PANEL 02 4000 -I 60 20 8 100 WP RECEPTACLE 2O9V 4000 °� 10 SPARE 2000 11 20 20 12 100 WP RECEPTACLE 12OV 20 14 SPACE 13 20 20 16 15 20 20 18 11 20 20 20 19 120 20 22 21 120 20 24 23 20 4000 4000 2000 100 100 100 0A: 4100 05: 4100 OC: —�0 TOTAL: 12100 NCL LCL C ) X (125) DML C 12.1 ) X OFC1.0) = = 12.1 KVA KVA KYA FOR DEMAND KVA = 12.1 FOR DEMAND AMP - 34A W 1008 Fioaaattl Aaaodatfa Ardibada PIOJ Amtrak Station 60'1 TM UM M*wsW CA "2K 8u11030 eft I1" CA I S7B fox Id WON GO I`ti�1���1_N� , 13160 Mindanao Way Marina del Rey, CA 90292 310 - 827 -3332 FAX 310 -822 -5511 a" Mft Site Distribution Single Line Diagram and Panel Schedule Dab 8oala none F%OjWt IIANOW 198- 121 -01 CAD Fla dw a" Mo." E5.00 - 139 , 6 CLIENT CHANGES; DELETE CIRCUITS 1.3.5-7 09/28/99 A PG & E SERVICE CHANGES 09/16/99 A PLANCHECK COMMENTS 07 12 99 5 2ND BID SUBMITTAL 6/22/99 4 BID SUBMITTAL 03/15/99 3 ISSUED FOR PLANCHECK 03/08/99 2 PROGRESS PRINT 02/15/99 1 100% DESIGNED DEVELOPMENT SET 12/21/98 No. pesg1pdw Date WON GO I`ti�1���1_N� , 13160 Mindanao Way Marina del Rey, CA 90292 310 - 827 -3332 FAX 310 -822 -5511 a" Mft Site Distribution Single Line Diagram and Panel Schedule Dab 8oala none F%OjWt IIANOW 198- 121 -01 CAD Fla dw a" Mo." E5.00 - 139 , „ :- .......... H. S£ `4 i f /� / l/ E Ffi .ls %£ E� 4% 5y °s R 3 ....f s% ® „ { ,N” , F, F € SS £„ £3, ,S. „3 S f S 1 S £ 4 3 1, }m S €..,, :,,.:15,,,,,,,..,.2 L,,.., £, „3 £,,,✓ �"9 r'Y € } f } f F } Y"•.f �'; £ 6p --- – - ------ H­n 0 %,j £ l € f 's 'E k 3 'f, f E I S f «_ ,. � # } f 1 J/ L-1j, !H� • OHO 1K_ N s„ „y 3 's f € 3 .11 1, - , t . # 1 , YW .... szi f ; ,,,», „,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ,,,,,,,, ,,,S ,» Mto f f t`» 3 %E S £ 3f 99 6/22/99 ... f r �j�� ,,,,,,,,,,,,, .....,,..,,,,, .. „3., ,.,,»,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,».,,,.,,,,,,,,,,,,,,,.,.,,,,,..,.,,..,,.,,,.,,,,,,.,,,...,.....,,,,,,,,.,,..»,.,,.,,,,,,,,,,,,,,,,,,,,,,.,,,,,.,,,,,,,,.»,,,,,,,,,,,,,..,,...,,,.,,,,,,.,,,,,,.,,,,,,,, 03 08 99 „»,..,,,,,...,,,,.,,,,,,,»,,,, .,,, ,,,, , ,n,,.,,,,, »,,, , ....... , m� fs - -- — - --­------------- . .. . ....... ........ . ......... r, E oW. i,. €fin t' 3' ;� R. ,r . %,, :�. .Y aWs. a•!s3 ` i- p %. N 'W �s` / '� //, M� a, �.. {//"%'' .. .n�. ,..„ ' W te'' '*� / 'W ••i M l 3 a'4� r "tf % %W s 4 t'w 9 „/ . f % �% l i 's -- Y d ,-,`. //f>'` ter- // aom r/ // rl. � / lltr %/1' r r / „ i 1 ,, ,f „au � ' »,,”. �, ,,,,,,,,,,,,,,,,,,,,,,,, "�»..,_ . ......... ,.. »_..."..,,�., ....... .,. » w _ _. 6 S � _J,--)--U0 [ . ............ . s,,,,,,,,,,,,,,,,, rr /w,­,", ,a l o / / // w/ /j','��`` %'y+y�'. ":f `� %/ „s „k %`- - "k'-,,.1� '•W4! ss "•1 , ""„ .f z.' T'r' /ri> s",.,,,,•v i /rye /� s'+F 1, .i / / /i� ,• t,., „;si'” ,� ••:� "`• W`.�' ''� "� "'a,,.., , ,, , .fly/ / / %,� ,. 4 "may . ,,,,,,,,., /ice ,J'�•�}� Y,/'y •:>� �,� ` n ////� F r 0001 !, / ra „ % „ ,„ W ` f;, J" i� Y f , / r l f • s r n / f ... .Y / //�'"l"�`j , r { ",.,i;.,.'sY•„�`' F/. Y% r " �y/, r , s ,., " f7,•, ,::i�f�•:�, �„ l "yY / /ril%` '/,„ �„/ � y „ "� "O „ ��; .- . „” a r^ % .”' O " / .,„/ x s- „s , / e% / 5ors ,. r"' "" „,. � % "„"" ,o•,,,,.�°"°"e.,. '”, n,.., "£,,,,..- „,y,;,,a�„ ""'} "�"'�s; ,a` „r ,it,.,,,,,%r„"':t 5 , "• "'{ SY,�S:t4fz�'Y'S�'" ' „3. m},”, , r• s,,, " „i ...+ 43,-x• •r'f - "" "S, 4 9 I HHH/r/I hYU/ dH//I HbYY/ NK'/ ah9K'/l/ Hl//rl ldlYl///// H///Y H//lH ///llr //rWrr!/lll//�Ull,Ha F� {mfil' £1 ' .,gym" S•„ .,q,,.,,,:h• ".•• ,.«G,,,.,,,3i,,,n•.'3 .,,,,,1' „•a -yi„ M yyt/ . ,.11i N" Site Distribution Plan Mto € Pro)" N M*W 198-121-01 1 %E S £ 3f 99 6/22/99 ..... ENEFFEEME f r r t3 ISSUED F OR P LANC HECK 03 08 99 f PROGRESS PRINT 02/15/99 1 100% DESIGNED DEVELOPMENT SET S S S• "tHt{ "f, if f f € Date s ii,1 i t � � � ' k' '• {'s3 s ' , S f , , 3 - .......... f } 1 1 ­,J 4 s S � _J,--)--U0 [ . ............ . s,,,,,,,,,,,,,,,,, rr /w,­,", ,a l o / / // w/ /j','��`` %'y+y�'. ":f `� %/ „s „k %`- - "k'-,,.1� '•W4! ss "•1 , ""„ .f z.' T'r' /ri> s",.,,,,•v i /rye /� s'+F 1, .i / / /i� ,• t,., „;si'” ,� ••:� "`• W`.�' ''� "� "'a,,.., , ,, , .fly/ / / %,� ,. 4 "may . ,,,,,,,,., /ice ,J'�•�}� Y,/'y •:>� �,� ` n ////� F r 0001 !, / ra „ % „ ,„ W ` f;, J" i� Y f , / r l f • s r n / f ... .Y / //�'"l"�`j , r { ",.,i;.,.'sY•„�`' F/. Y% r " �y/, r , s ,., " f7,•, ,::i�f�•:�, �„ l "yY / /ril%` '/,„ �„/ � y „ "� "O „ ��; .- . „” a r^ % .”' O " / .,„/ x s- „s , / e% / 5ors ,. r"' "" „,. � % "„"" ,o•,,,,.�°"°"e.,. '”, n,.., "£,,,,..- „,y,;,,a�„ ""'} "�"'�s; ,a` „r ,it,.,,,,,%r„"':t 5 , "• "'{ SY,�S:t4fz�'Y'S�'" ' „3. m},”, , r• s,,, " „i ...+ 43,-x• •r'f - "" "S, 4 9 I HHH/r/I hYU/ dH//I HbYY/ NK'/ ah9K'/l/ Hl//rl ldlYl///// H///Y H//lH ///llr //rWrr!/lll//�Ull,Ha F� {mfil' £1 ' .,gym" S•„ .,q,,.,,,:h• ".•• ,.«G,,,.,,,3i,,,n•.'3 .,,,,,1' „•a -yi„ M yyt/ . ,.11i N" / a 4,h /v / / -Ji „,,, ,,,,, /,,` '' l (0) gees Ro.estu Anodam Arch tects Project Amtrak Station 601 Truxtun Bakersfield CA In Santa Modca 84 sine 300 Santa Wim CA W404 310.6 0676 fax 310.82e ew td Site Distribution Plan Mto € Pro)" N M*W 198-121-01 CAD F% dw E, .",.,,,,,,,,._,,,,,,,,,,,,,,,,, Cl—, F, "7 w-; T —t- 99 6/22/99 ..... ENEFFEEME TTAL BID SUBMITTAL 03/15/99 „i ISSUED F OR P LANC HECK / a 4,h /v / / -Ji „,,, ,,,,, /,,` '' l (0) gees Ro.estu Anodam Arch tects Project Amtrak Station 601 Truxtun Bakersfield CA In Santa Modca 84 sine 300 Santa Wim CA W404 310.6 0676 fax 310.82e ew td WONG GOTAMA INC. 13160 Mindanao Way Marina del Rey, CA 90292 310 - 827 -3332 FAX 310 -822 -5511 J,• a” Tft Site Distribution Plan Mto s 1/50" = 11- on Pro)" N M*W 198-121-01 CAD F% dw 5 2ND BID SUBMITTAL 99 6/22/99 4 TTAL BID SUBMITTAL 03/15/99 3 ISSUED F OR P LANC HECK 03 08 99 2 PROGRESS PRINT 02/15/99 1 100% DESIGNED DEVELOPMENT SET 12/21/98 No. Descrlp tion Date WONG GOTAMA INC. 13160 Mindanao Way Marina del Rey, CA 90292 310 - 827 -3332 FAX 310 -822 -5511 J,• a” Tft Site Distribution Plan Mto s 1/50" = 11- on Pro)" N M*W 198-121-01 CAD F% dw E '7, - 1'38 1' z ✓. 1 Rojed Amtrak Station 601 Truxtun BakereW CA 13160 Mindanao Way Marina del Rey, CA 90292 310 - 827 -3332 FAX 310 - 822 -5511 W" Mft Enlarged Partial Site Distribution Plan D. ate. 1/16" E 1'- 0" ProJM Mm*w CAD Flt 198 - 121 -01 dw 81 a - Nwft E6.01 7. �- 138 QCLIENT CHANGES; DELETE HOME RUNS LP-1.3.5-7. 1 1 2 "C -8 8 09/28/99 A PG & E SERVICE CHANGES 09/16/99 A PLANCHECK COMMENTS 07/12/99 5 2ND BID SUBMITTAL 6/22/99 4 BID SUBMITTAL 03/15/99 3 ISSUED FOR PLANCHECK 03/08/99 2 PROGRESS PRINT 02/15/99 1 100% DESIGNED DEVELOPMENT SET 12/21/98 No. Dncrip*m Date 13160 Mindanao Way Marina del Rey, CA 90292 310 - 827 -3332 FAX 310 - 822 -5511 W" Mft Enlarged Partial Site Distribution Plan D. ate. 1/16" E 1'- 0" ProJM Mm*w CAD Flt 198 - 121 -01 dw 81 a - Nwft E6.01 7. �- 138 [4 � maim-] e « � e e � 6p e e E ■ e _ � LV�� e e ME m @ w = swft Va" Ed, &k 300 8wh lbt; CA 000 SM828M fax SM826M W P110111111d Amtrak Station I F Ll Ll A (S U U (S U .01Z 601 Tmtw M*weW CA WONG & GQYAMA H 7 13160 Mindanao Way Marina del Rey, CA 90292 310-827-3332 FAX 310-822-5511 a" Mft Enlarged Partial Site Distribution Plan Oafs fteb View N T -0" F%Ojwm Mmim 198-121-01 M Fft dwa w"w" E 6.0 3 CLIENT CHANGES; INSTALL NEW HOME RUNS FOR PLATFORM LIGHTS & SERVICE ROADWAY LIGHTS. 09/28/99 A2 PG & E SERVICE CHANGES 09/16/99 5 2ND BID SUBMITTAL 6/22/99 4 BID SUBMITTAL 03/15/99 3 ISSUED FOR PLANCHECK 03/08/991 2 PROGRESS PRINT 02/15/99 1 100% DESIGNED DEVELOPMENT SET 12/21/98 No. , Dmixodon Date WONG & GQYAMA H 7 13160 Mindanao Way Marina del Rey, CA 90292 310-827-3332 FAX 310-822-5511 a" Mft Enlarged Partial Site Distribution Plan Oafs fteb View N T -0" F%Ojwm Mmim 198-121-01 M Fft dwa w"w" E 6.0 3 (0) MIS FW@MM AMOCM11118 ArOMMS } s Nr 3 « fl 7 ,,,,,,,,,,,,,,,,, s _ , 3 . i , ... ".. ( y � � M ,�1£ I tL y`£�E$ �}9jv' $ } !/'��'] g£ f .., ».,,,, »,,.,«„«w. £ � £ S • f S. f 1 101 \Nlyll l VIN c)4 c 33£ 7 `'r b $ b b i � � 4•��M� "••°. . / � f f f � f S $ 4 S;f I ', "x «•`*.e. ,o// ,,,fff" f { I f 1 ? £ H § Ai } i f r >,Nl� «,,,,,...,...,,»»....,., „,,»»,..,,,,,,»,,,.,,,,,,»,,,. i E f iF $ $ a f f°2 w, y / / /r /A/ `0 /'/ 4 yy // '*••\ x's, ��j• °� ” /'1, " ""'�*">y °•" l// ^••..»„ b-,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,..»«.,,,,,,.n ... .,,,,,,,, »,. £ H a ♦ v iiiiNiii.�iNNNdi > auNNilNiiNNi /i 'finiN / /H " %Nl9Y lf% %fff/ . YIiSY/rYl /lll /Nllkl ,m / l f l l >; / 'ffff /f /ffffl / / / //f N.mSYbS WNNI�NY /lN/' miYN/rYf / / / / /NRNYK ' % / / / / / / / / / / /l/AH / / / /N, YNl /H / / / / / / /l /f% �>JYffH /Hllll / / / / % //. N / //N /N/ / / /H / / / /NNf `• ' %l / / / / / /N9N9Y /9X9.t ° Y////LYNY� >>. �YJ Hf /lfl/ Yll /f /fffifYFff/f//fH//i G➢YHYAYAKDDD➢A%,DA/,t H/ / / / " / / / / / / / / / / / / / /// Yf/N / /ffff / / / / / / / / % / /%. %NN /NN ////////////9 ' /,GYN/ % / / /f / /ll/NN / //. Y //9YN /l/ N� /// 'rqr s� £ > x, 2 £ i f % S .t y s /L 9 {S M i , 3f } sf 5 4 ' jjfIf i a a ? ti {C£ 5f5 £ 5 S s T { }jf5 jjjfffS / 'rrf/irr°reeaw//Naw Wv.NNNN,uuw,Ym ff�,aa weaYUNNNUU•,wN.H � LF- 21,23,25 -21,29 1 1/2" C- S #(o (HOMEIRUN)II i i a+oy ' ,i >i •H H 4r 6> m$ m$ m ff m +, H n KK ;m r n N Hof +b m W m E W W W A m f m m m •• . H r W W W/ H W •° ni r W W .H W•H � a m$ ° , •� w h / r, W W HHWWW � r ,i r 'H m Hi •H W W W W ' r H •r, W m W W W Sj3( W '» H, •'i W m W a ri r ri Yi W r/ W •H H W W W W/ > H H H w W W W m W W •HW+Y "H W W m M m 'H ° Hi $ H 4r '$ At $ ✓° w w F w W W r W m a m c W ♦, , , r H 'i W :,, ° $2 H2 m H ry r W l y/ Hf ♦H2"3 r r / >' '•yL'.il, /, ♦,�r,. "„ TYf=[C;AL MIN. CIRCUIT SIZE 1 "C — 3 #S +1C 21 2 n ff n ». ........... «......, «.. » »....... : A` m m •H $ wrWH23• H w ° YW2] r, . . ... . . .. 21 1 ,„ -.«.;%,«... Sf:,.....,8'»„«,:tt «....;ff,..,. � '° «.•...,rr... »»>.... ».,,.. ». ..... %. ..... .1......,f..rr�/ SEE SHEET &.02 4 &.03 FOR CONTINUATION ArcHWft Projed Amtrak Station 601 Truxtun Bakersfield, CA 1819 Santa Macke Blvd, & to 300 Santa Monica, CA 90404 310.528.6876 fax 310.528.68@5 td 5 2ND BID SUBMITTAL 6/22/99 4 BID SUBMITTAL 03/15/99 3 ISSUED FOR PLANCHECK 03/08/99 2 PROGRESS PRINT 02/15/99 1 100% DESIGNED DEVELOPMENT SET 12/21/98 No. Description Date eW'slia'- s / rwlrwwln >,tM1YA5.Y' x ier r' i F7 tf �`eaAtSuEi w flu QK.. ':_:u ...... 13160 Mindanao Way Marina del Rey, CA 90292 310 -827 -3332 FAX 310 -822 -5511 Wmt Tab Enlarged Partial Site Distribution an nxfa BoNs 16" C 1p— OF 198-121-01 dvv wt modw E6.04 �q N 10W MH WALL MOUNTS LIGHT. 5EGA 02483MH NOTES INSTALL 5EACON LIGHT ON 800F. HUBBELL GAT 015360 -Z5XD 120V. ° -19 :ESCENT STRIP LIG14T ARE GUARD. LITHONIA 32- 211- ES-UrGS. 5TORAGE 4 ELECTRICAL BLDG. LIGHTING PLAN SCALE: 1/4" = 1' -0" SWITCHGEAR SHALL BE FLOOR STANDING SELF SUPPORTING NEl" IA -1 ENCLOSURE, COPPER SUS ALL CIRCUIT BREAKERS SHALL HAVE AIC NOT LESS THAN 42KA. PROVIDE 60A 131= NEl" 1A -3R SWITCH FOR FUEL SPELL SYSTEM QDPROVIDE RELAY CONTROL PANEL FOR ALL LIGHTING CIRCUITS. LITHONIA, SWITCH KEEPER, CATALOG # RCSK- 32- 24R- 120 /2 -1-1-LSC, IN NEl" IA 1 ENCLOSURE. MAIN SERV E FEEDERS TO –"♦— — TRANSFO ER. SEE DWS E6.01 ELECTRICAL s EQUIF"ENT RM. 8 60A/2P SW T2 S C: 3 LIGHTING RELAY PANEL F1 f f PANEL "LP" —► i f 45 KVA TRANSFQRMER ►1 TI I I I 6TOR,AhE I I I I I I ROOM 1 PANEL 1 "RP" -i- €..._ ......... .... ..............----------- - - - - -- - ..........._ ............................ .... � � .. � 1 ELECTRICAL EaUIP1` 1ENT LAYOUT PLAN E -oI SCALE: 1/4" = 1' -0" �32 "— �f- 32 " 32 "� 32" 24" 32 " 32 11 � 1 CD [)at* qv 132" CM Fft dw E �= Vr / 3 0 4" CONCRETE PAD 1 t FINISHED FLOOR • d e dr en' n • n .• e n • .. n e .. n .d j .•, • a ;• a .• e. .• .n n , °a d e a �. q n d n °.ad e • ' ° _ . . • A. a ' . °n. d• e . .. n • d'n e n n• °., io• e d e ELEVATION- 5ERVICE 5WITCH504iRD — SCALE: NOT TO SCALE (C) WN Pbeeeffl Aasodataa kartw% pmjwt Amtrak Station 601 Truxtun Bakersfield, CA 1910 Santa Morita Blvd, Site 300 Santa Morita, CA 30404 310.328.6876 fax 31008.8885 tel 3 v * WONG GOT MA. INC. BWU ins S)w"Iff 13160 Mindanao Way Marina del Rey, CA 90292 310 - 827 -3332 FAX 310 - 822 -5511 2.9 . WNW Tft Electrical and Storage Room Light & Equipment Layout [)at* so.r As indicated Prood N111119141111 198-121-01 CM Fft dw E �= Vr / 3 0 1 w w } a J J H 2 0 W 2 NOTE: L-2' -6" - 1 5/8 "x18 "X3" HOT DIPPED GALVANIZED L -TYPE ANCHOR BOLTS (4 PER POST) 1 - 4 #5 BARS VERTICAL #3 TIES 0 12" O.C. HORIZONTAL FINISH GRADE OF A.C. PAVING PARKING LOT Fm /— ELECTRICAL CONDUIT O POLES WILL BE FURNISHED BY THE CITY OF BAKERSFIELD, ALL OTHER ITEMS INCLUDING MOUNTING ARMS, BRACKETS AND ANCHOR BOLTS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ARMS SHALL BE SUN VALLEY MODEL XAM -2 -180. 6.45" 7.90" 13/16" S (TYP. 4) BASE PLATE 20" DIA. ACCESS,,.,..,. LOCATION ANCHORAGE DETAIL 15" DIA. BHC 12" DIA. BHC 7" DIA. WIRING ENTRANCE HOLE ANCHOR BOLT CIRCLE DETAIL w R W M } a J sJ i N 2 C9 w x 4' I2' -6 "-----J TYPE "U" LIGHT FIXTURE &POLE DETAIL SCALE: NOT TO SCALE 9.25" LANDSCAPE LIGHTING INSTALLATION DETAIL BALLAST HOUSING WITH WIRING COMPARTMENT SHALL BE HIGH IMPACT CORROSION RESISTANT MATERIAL WITH WATERPROOF SEAL, AND SHALL BE SET IN A MINIMUM 4" CONCRETE ENVELOPE. SIZE SHALL BE MANUFACTURER STANDARD OR MINIMUM AS SHOWN IN DETAIL. JALKWAY PAVEMENT TRICAL CONDUIT kRS VERTICAL i 0 12" O.C. HORIZONTAL Projed Amtrak Station 601 Truxtun Bakersfield, CA In.,�,.r moriim BK Wke 300 {�!7�IW��pp ��pp CA V 10MM76 fax ME= tal WO N G fit. (1 TAAtk. INC. r" < ^.........Mis 13160 Mindanao Way Marina del Rey, CA 90292 310 - 827 -3332 FAX 310 -822 -5511 929.- t li. I f r 8ha t Tft Details - Data sftb None 8 -121- 01 cAO dwg ehsdt Nnibsr E ��. .3 9 5 2ND BID SUBMITTAL 6/22/99 4 BID SUBMITTAL 03/15/99 3 ISSUED FOR PLANCHECK 03/08/99 2 PROGRESS PRINT 02/15/99 1 100% DESIGNED DEVELOPMENT SET 12/21/98 No. Description I Date WO N G fit. (1 TAAtk. INC. r" < ^.........Mis 13160 Mindanao Way Marina del Rey, CA 90292 310 - 827 -3332 FAX 310 -822 -5511 929.- t li. I f r 8ha t Tft Details - Data sftb None 8 -121- 01 cAO dwg ehsdt Nnibsr E ��. .3 9 ABBREVIATIONS — A — AD AREA DRAIN AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE ANSI AMERICAN NATIONAL EQUIP STANDARDS INSTITUTE ASME AMERICAN SOCIETY OF EW MECHANICAL ENGINEERS ASPE AMERICAN SOCIETY OF HDC PLUMBING ENGINEERS ASTM AMERICAN SOCIETY FOR FL TESTING AND MATERIALS FOP — B — BFG BELOW FINISHED GRADE BSMT BASEMENT BT BATHTUB BTUH BRITISH THERMAL UNITS — PER HOUR 6 —c— CB CATCH BASIN CFM CUBIC FEET PER MINUTE CLG CEILING CID CIRCULATING PUMP CONN CONNECT, CONNECTION CU FT CUBIC FEET CSP COMBINATION STAND PIPE C — D — DF DRINKING FOUNTAIN DN DOWN DR DRAIN DT DAY TANK DWG DRAWING DW DOMESTIC WATER GAL — E — ED EMERGENCY DRAIN EL ELEVATION ELEC ELECTRICAL EQUIP EQUIPMENT ESH EMERGENCY SHOWER EW EMERGENCY EYE WASH EWH ELECTRIC WATER HEATER HDC — F — FF EL FINISHED FLOOR ELEV. FL FLOOR FOP FUEL OIL PUMP FOT FUEL OIL TANK FT FOOT, FEET FU FIXTURE UNIT FUD FUNNEL DRAIN — — G— GAL GALLON GI GREASE INTERCEPTOR GT GREASE TRAP GPM GALLONS PER MINUTE GPH GALLONS PER HOUR GWH GAS WATER HEATER GV GREASE VENT — — — H — HDC HANDICAPPED HP HORSEPOWER HTR HEATER HX HEAT EXCHANGER HVAC HEATING VENTILATING WC -2 AND AIR CONDITIONING HZ HERTZ GENERAL NOTES —1 — IE INVERT ELEVATION IN INCH IRR IRRIGATION — J — JC JANITORS CLOSET — K — KW L MAX MH MIN MS M TD NC NFPA OD NO N TS PBD PH PLBG PS PSI RCV RM RPM SAN SH SE SK SPEC SP SPD SD TRD TS TYP TW TP UBW UL UR WC WM WHA A. "BARRIER FREE ACCESS" PLUMBING FIXTURES SHALL COMPLY WITH THE "AMERICANS WITH DISABILITIES ACT ". B. PROVIDE WALL BRACKETS FOR WALL SUPPORTED PIPING AND SADDLES FOR FLOOR MOUNTED PIPING. C. LAVATORY FAUCETS IN REST ROOMS SHALL BE THE SELF CLOSING TYPE. D. EXPOSED METALLIC WATER PIPING INSTALLED ABOVE GROUND AND IN EXTERIOR WALLS SHALL BE INSULATED TO NOT LESS THAN R3. E. PLUMBING FIXTURES SHALL BE LOW WATER —USE WITH MAXIMUM CONSUMPTION OF: TOILETS— MAXIMUM OF 1.6 GALLONS PER FLUSH URINALS— MAXIMUM OF 1.0 GALLONS PER FLUSH LAVATORIES— MAXIMUM OF 2.5 GALLONS IF CONTROLS ARE SELF CLOSING. F. SUPPORT BRANCH FIXTURE WATER PIPING IN CHASES WITH COPPER PLATED METAL BRACKETS, SECURED TO STUDS, SIMILAR TO "HOLDRITE NO. 102 -18, 107 -18, 102 -26 OR 101 -26. G. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH THE CITY OF BAKERSFIELD AND AUTHORITIES HAVING JURISDICTION. H. HANDICAPPED USE PLUMBING FIXTURES SHALL BE MOUNTED AT REQUIRED HEIGHTS AS SPECIFIED BY THE STATE OF CALIFORNIA BARRIER FREE REQUIREMENTS AND ANAHEIM. I. PROVIDE AND INSTALL WATER HAMMER ARRESTORS OF REQUIRED SIZE PER PDI RATING. J. ALL FLOOR DRAINS AND FLOOR SINKS SHALL BE PROVIDED WITH CODE — APPROVED TRAP PRIMERS. K. PROVIDE ACCESS PANELS IN WALLS FOR SHUT —OFF VALVES, TRAP PRIMERS, AND WATER HAMMER ARRESTORS. COORDINATE LOCATIONS WITH ARCHITECT. L. PROVIDE CLEANOUTS PER CODE. M. CROSS CONNECTION PROTECTION SHALL BE PROVIDED AT ALL POTABLE WATER SUPPLIED APPLIANCES AND EQUIPMENT N. PROVIDE BACKFLOW PREVENTORS AS REQUIRED BY CODE AND WATER DEPARTMENT. 0. INSULATION MATERIAL SHALL MEET THE CALIFORNIA QUALITY STANDARD PER SECTION 118 ENERGY EFFICIENCY STANDARDS (E.E.S.). P. PROVIDE WALL BRACKETS FOR WALL SUPPORTED PIPING AND SADDLES FOR FLOOR MOUNTED PIPING. KILOWATT — L — LAVATORY — M — MAXIMUM MANHOLE MINIMUM MOP SINK MOUNTED — N — NORMALLY CLOSED NATIONAL FIRE PROTECTION ASSO. — o OVERFLOW DRAIN NORMALLY OPEN NOT TO SCALE — P — PLANTING BOX DRAIN PHASE PLUMBING PRESSURE SWITCH POUNDS PER SQUARE INCH R RISER CONTROL VALVE ROOM REVOLUTIONS PER MINUTE -S - SANITARY SHOWER SEWAGE EJECTOR SINK SPECIFICATION SUMP PUMP SUMP PUMP DISCHARGE STORM DRAIN — T — TRENCH DRAIN TAMPER SWITCH TYPICAL TEMPERED WATER TRAP PRIMER —u — UTILITY BOX WASTE UNDERWRITER'S LAB. URINAL —W— WATER CLOSET WATER METER WATER HAMMER ARRESTOR PIPE SPECIFICATION 1. WATER: TYPE "K" SOFT COPPER BELOW FLOOR OR GRADE. TYPE "L" HARD DRAWN COPPER TUBING WITH WROT SOLDER JOINT FITTINGS ABOVE FLOOR OR GRADE. 2. DOWNSPOUTS, SERVICE WEIGHT HUBLESS CAST WASTE AND IRON. VENT: SYMBOLS —SAN— SANITARY (SAN) SD STORM DRAIN (SD) — _4� UNDERGROUND DRAINAGE ED EMERGENCY DRAINAGE (ED) — — — — — — VENT (V) SPD SUMP PUMP DISCHARGE (SPD) — COLD WATER (CW) — — HOT WATER (HW) — — — HOT WATER RETURN (HWR) - -140— 1407 HOT WATER ICW INDUSTRIAL COLD WATER G NATURAL GAS (LOW PRESSURE) MPG NATURAL GAS (MEDIUM PRESSURE) WC -2 SHUT —OFF VALVE (SOV) L , L — J BACK WATER VALVE (BWV) BFP REDUCED PRESSURE BACKFLOW — PREVENTER (RPBFP) 6 CHECK VALVE -- >Q- -- BALANCING VALVE (BV) S SOLENOID VALVE (SV) _ THERMOSTATIC MIXING VALVE/ 2" THERMOSTATIC TEMPERING — VALVE (TMV,TTV) 5 GAS COCK (GC) 0-- PIPE —UP UNLESS OTHERWISE NOTED C PIPE DROP UNLESS OTHERWISE NOTED LOW C HIGH DROP OR RISE I TOP CONNECTION 2 BOTTOM CONNECTION ® FLOOR DRAIN FLOOR SINK (FS) ® AREA DRAIN (AD) OG ROOF RECEPTOR (RR) — _4� HOSE BIBB (HB) REMARKS WALL HYDRANT (WH) WASTE FLOOR HYDRANT (FH) Q SHOCK ABSORBER (SA) TW VALVED AND CAPPED OUTLET CLEANOUT (PIPING AT CEILING)(CO) CLEANOUT (BURIED PIPING)(CO) MOTOR CONTROLLER (MC) ---� —] VALVED AND CAPPED OUTLET POINT OF CONNECTION (P.O.C.) -�— CIRCULATING PUMP (CP) J 11— VENT THROUGH ROOF (VTR) FLEXIBLE OR SEISMIC CONNECTION SYSTEM NO RISER DESIGNATION 2 DETAIL REFERENCE, DETAIL 2, —5' SHEET P -5.2 EQ IPMENT NO EQUIPMENT DESIGNATION SCHEDULES PLUMBING FIXTURE SCHEDULE SYMBOL DESCRIPTION MIN. ROUGH —IN CONN. FU REMARKS INp, WASTE WASTE VENT CW HW TW SAN CW WC -1 WATER CLOSET — 4" 2" 2" — — 6 10 WALL HUNG /F.V. WC -2 WATER CLOSET — 4" 2" 2" — — 6 10 WALL HUNG /F.V. (HDC) UR -1 URINAL — 2" 1 1/2" 2" — — 2 5 WALL HUNG /F.V. UR -2 URINAL — 2" 1 1/2" 2" — - 2 5 WALL HUNG /F.V. (HDC) L -1 LAVATORY — 1 1/2 "1 1/2" — — 3/4' 1 2 UNDER COUNTER WITH SELF CLOSING FAUCET (HDC) L -2 LAVATORY — 1 1/2 "1 1/2" 3/4" 3/4" — 1 2 UNDER COUNTER WITH SELF CLOSING FAUCET (HDC) MS -1 MOP SINK — 2" 2" 3/4" 3/4" — 3 4 FLOOR MTD., SK -1 SINK — 2" 2" 3/4" 3/4" — 3 4 COUNTER MNTD. EWC -1 ELEC. WTR. COOLER — 1 1/2-1 1 /2' 3/4" — — 1 2 WALL HUNG EWC -2 ELEC. WTR. COOLER — 1 1/2-1 1/2' 3/4" — — 1 2 (HDC) WALL HUNG FD -1 FLOOR DRAIN — 2" 1 1/2" — — — 2 — W/ TRAP PRIMER FS -1 FLOOR SINK — 2" 1 1/2" — — — 2 — W/ TRAP PRIMER TP -1 TRAP PRIMER — — — 1/2" — — — — WITH ACCESS DOOR /PANEL SA -1 SHOCK ABSORBER — — — 1" — — — — PROVIDE PER PDI RATING WITH ACCESS DOOR RR -1 ROOF RECEPTOR — 2" 1 1/2" — — — 2 — WITH 2" HIGH DAM AP -1 ACCESS DOOR — — — — — — — — 12" X 12" STAINLESS STEEL DN -1 DOWNSPOUT NOZZEL — — — — — — — — SEE PLAN FOR SIZE AND LOCATION RD -1 ROOF DRAIN — — — — — — — — SEE PLAN FOR SIZE AND LOCATION OD -1 ROOF DRAIN — — — — — — — — SEE PLAN FOR SIZE AND LOCATION GD -1 GUTTER DRAIN — — — — — — — — SEE PLAN FOR SIZE AND LOCATION VALVE SCHEDULE SYMBOL EQUIPMENT SIZE FLOW GPM PRESS. LOSS PSI SERVICE LOCATION REMARKS TMV -1 MIXING VALVE 1/2" 6 25 DOMESTIC HW EWH -1 SOW ® 85 DEG 420 '0466 BFP -1 BACK FLOW PREVENTER 2 1/2" 78 8 DOMESTIC CW EXTERIOR IT SONDEPXW OV N &OUTET 110 ALL JANITOR CLOSET WITH EXPANSION TANK DRAWING NO. DESCRIPTION SCALE DR SPRINKLER DRAIN (DR) P1.00 LEGENDS, SYMBOLS, SCHEDULES AND GENERAL NOTES N/A 4. CONDENSATE TYPE "L" HARD DRAWN COPPER — FIRE SPRINKLER FLOOR CONTROL DRAINS: WITH WROT SOLDER JOINT ASSEMBLY (FCA) P2.00 SITE PLAN 1" = 50' WATER HEATER SCHEDULE 12ND BID SUBMITTAL SYMBOL EQUIPMENT ELECTRICAL DATA STORAGE (GAL) RECOV. (GPH) TEMP. 'F LOCATION REMARKS KW VOLTS PHASE IN OUT LEVEL ROOM EWH -1 WATER HEATER 6 480 3 10 24 60 110 ALL JANITOR CLOSET WITH EXPANSION TANK DRAWING NO. DESCRIPTION SCALE DR SPRINKLER DRAIN (DR) P1.00 LEGENDS, SYMBOLS, SCHEDULES AND GENERAL NOTES N/A 4. CONDENSATE TYPE "L" HARD DRAWN COPPER — FIRE SPRINKLER FLOOR CONTROL DRAINS: WITH WROT SOLDER JOINT ASSEMBLY (FCA) P2.00 SITE PLAN 1" = 50' FITTINGS. DROP THROUGH ROOF AT [ FIRE DEPARTMENT CONNECTION (FDC) P3.00 GROUND LEVEL PLUMBING FLOOR PLAN 1/89t = 1' -0" AC UNIT AND RUN TIGHT TO THE P3.01 UPPER LEVEL PLUMBING FLOOR PLAN 1/899 = 1' -0" UNDERSIDE OF STRUCTURE. SLOPE P3.02 ROOF PLUMBING PLAN 1/899 = 1' -0" DRAWING INDEX (c) 1998 Rossetti Associates Architects Project Amtrak Station 601 Truxtun Bakersfield, CA 1919 Santa Monica Blvd, Suite 300 Santa Monica, CA 90404 310.828.6876 fax 310.828.6885 tel 5 12ND BID SUBMITTAL 6/22/99 4 F FIRE WATER LINE (FW) 3 ISSUED FOR PLANCHECK 03/08/99 2 3. SANITARY SERVICE WEIGHT HUBLESS CAST 100% DESIGNED DEVELOPMENT SET 12/21/98 No. Description Date SEWER IRON PIPES AND FITTINGS. AS AUTOMATIC SPRINKLER PIPING (AS) DRAWING NO. DESCRIPTION SCALE DR SPRINKLER DRAIN (DR) P1.00 LEGENDS, SYMBOLS, SCHEDULES AND GENERAL NOTES N/A 4. CONDENSATE TYPE "L" HARD DRAWN COPPER — FIRE SPRINKLER FLOOR CONTROL DRAINS: WITH WROT SOLDER JOINT ASSEMBLY (FCA) P2.00 SITE PLAN 1" = 50' FITTINGS. DROP THROUGH ROOF AT [ FIRE DEPARTMENT CONNECTION (FDC) P3.00 GROUND LEVEL PLUMBING FLOOR PLAN 1/89t = 1' -0" AC UNIT AND RUN TIGHT TO THE P3.01 UPPER LEVEL PLUMBING FLOOR PLAN 1/899 = 1' -0" UNDERSIDE OF STRUCTURE. SLOPE P3.02 ROOF PLUMBING PLAN 1/899 = 1' -0" MIN. 1% eg SHUT OFF VALVE & ACCESS PANEL P4.00 SANITARY ISOMETRIC RISER DIAGRAM N/A 5. GAS: SCHEDULE 40 BLACK STEEL WITH .� TRAP PRIMER WITH ACCESS PANEL P4.01 WATER ISOMETRIC RISER DIAGRAM N/A BLACK MALLEABLE IRON SCREWED FITTINGS. P5.00 DETAILS N/A ® ED SHOCK ARRESTOR WITH ACCESS PANEL (c) 1998 Rossetti Associates Architects Project Amtrak Station 601 Truxtun Bakersfield, CA 1919 Santa Monica Blvd, Suite 300 Santa Monica, CA 90404 310.828.6876 fax 310.828.6885 tel 5 12ND BID SUBMITTAL 6/22/99 4 BID SUBMITTAL 03/15/99 3 ISSUED FOR PLANCHECK 03/08/99 2 PROGRESS PRINT 02/15/99 1 100% DESIGNED DEVELOPMENT SET 12/21/98 No. Description Date Amiwnz System C vww ants 13160 Mindanao Way Marina del Rey, CA 90292 310 - 827 -3332 FAX 310 - 822 -5511 =era r^ Sheet Title SYMBOLS, ABBREVIATION SCHEDULES & NOTES Date Scale N/A Project Number 98102 CAD File dvv Sheet Number P1.00 L_ ?, y •/33 a i,.. ».. »...,.....,,»:.. ................. ........... I N .......... 01 a „I f F f 5...mm f:_ N T,,... ............ I . . ..... . ... . ............. . . ......... . X 11 1A ss ii E X 16 1, BW�, FRIT, i 5001K MOBLE H� i �i 11 ro r/14!"111-h”, M_AY 0 X . ......... TAXI DRZI)F'� C JIL101-1 11 1111,1101, - ­--­------­------ - - - - - ------- ... ............. 4 BID SUBMITTAL »_ __ ..... ................... ......... . ....... �» , ». . ................ . ....... . . .. . . _.......... » »........... . HL ....... ». », » ».,. »_ _» » ».... »::.. » « ...... ... . J-1,", .. . ......... ,.:.::»,,..,...,....,,... •,....,.......,,,.,.,.,,...,,,• » . PROGRESS PRINT ..... . ...... N U EE 12/21/98 No. Description Date — i v . ,:: »,. »,,,,, r fl. � r 3% { r I V/1 23 w .... ...... y LJ L w" J Z/ a .... ....... .. . ....... .... ..... .. .. ....... r ?_1_1 ........ ...... TAXI DRZI)F'� C JIL101-1 11 1111,1101, - ­--­------­------ - - - - - ------- ... ............. 4 BID SUBMITTAL »_ __ ..... ................... ......... . ....... �» , ». . ................ . ....... . . .. . . _.......... » »........... . HL ....... ». », » ».,. »_ _» » ».... »::.. » « ...... ... . J-1,", .. . ......... ,.:.::»,,..,...,....,,... •,....,.......,,,.,.,.,,...,,,• » . PROGRESS PRINT V / f:E N U EE 12/21/98 No. Description Date — POC TO­'_S7",. E­­SEWER SEE C1VtL 1DWG'-.-S FOR C-ONT-.1 4!!(-81) OD 7,q . .... FkE- F TH EIG I ......... T EXISTP,Q6 C 1 : CIVI"T" I C_ -r;-; ®� �K­ YX 5 "X, 2' , L-i ------ L"J W T V/­ X "Xv,­ X", N, ys 5 5, �Zz, .. .. .. . .yw NN 's s W ,� V/ ..... .. "T" ': ....... . . Y > %N / .............. ..... -Ap „• /`:.,,,,,,,,,, . ......... . ........... .. . ..... »,,,,,,,, , »..,:.... » », », „.....,,,,»»»» - .......................»»»::,, „»"„„,....,........_........._ . . ......... "T6\FwCi "A"3 F­­_____ . ........ OF THE CURB _W­W, — I U Z:) I I r_ Z) r_ I Lm �;;,,,,,�,,,, - ------ 1­1 S,a CIVIL DWG.S % -- OR CONT. 4” (12) J1,.E. —3.00'] 3 S D THROOGH THE FACE OF THE CURB 1/2" CW(T, .»» ............. LkZ GROUND_ J R PLAN POC TO`- . ..... SEE CIVI DWG. FC SITE FLAN SC,4Lr=: 115F = 11-F .............. . . . � T. . ....... . . . ....... . ....... :D '(8,500��SQ�Ty Q15 .............. ». - - - -. ----- - .E. —3-,.0.xJJ )NN. TO CA ,�.C,K-BASIN. I '. FO R E' E CIVIL QW,­G 11. S 1-1111 )CATION OF! CATCH BA' RY PAC' "PAR ANDARD9 .. . .... . . ........... E ............ .......... .......... .. ................... (c) 1998 Rossetti Associates Architects Project Amtrak Station 601 Truxtun Bakersfield, CA 1919 Santa Monica Blvd, Suite 300 Santa Monica, CA 90404 310.828.6876 fax 310.828.6885 tel 5 2ND BID SUBMITTAL 6/22/99 4 BID SUBMITTAL 03/15/99 3 ISSUED FOR PLANCHECK 03/08/99 2 PROGRESS PRINT 02/15/99 1 100% DESIGNED DEVELOPMENT SET 12/21/98 No. Description Date — fl. � r 3% w LJ "T6\FwCi "A"3 F­­_____ . ........ OF THE CURB _W­W, — I U Z:) I I r_ Z) r_ I Lm �;;,,,,,�,,,, - ------ 1­1 S,a CIVIL DWG.S % -- OR CONT. 4” (12) J1,.E. —3.00'] 3 S D THROOGH THE FACE OF THE CURB 1/2" CW(T, .»» ............. LkZ GROUND_ J R PLAN POC TO`- . ..... SEE CIVI DWG. FC SITE FLAN SC,4Lr=: 115F = 11-F .............. . . . � T. . ....... . . . ....... . ....... :D '(8,500��SQ�Ty Q15 .............. ». - - - -. ----- - .E. —3-,.0.xJJ )NN. TO CA ,�.C,K-BASIN. I '. FO R E' E CIVIL QW,­G 11. S 1-1111 )CATION OF! CATCH BA' RY PAC' "PAR ANDARD9 .. . .... . . ........... E ............ .......... .......... .. ................... (c) 1998 Rossetti Associates Architects Project Amtrak Station 601 Truxtun Bakersfield, CA 1919 Santa Monica Blvd, Suite 300 Santa Monica, CA 90404 310.828.6876 fax 310.828.6885 tel 5 2ND BID SUBMITTAL 6/22/99 4 BID SUBMITTAL 03/15/99 3 ISSUED FOR PLANCHECK 03/08/99 2 PROGRESS PRINT 02/15/99 1 100% DESIGNED DEVELOPMENT SET 12/21/98 No. Description Date — WONG &COTAAkk, MC V 13160 Mindanao Wcy Marina del Rey, CA 90292 310-827-3332 FAX 310-822-5511 V-1 VK Sheet Title Site Plan Date Scale 50' Project Number 98102 CAD File dwg Sheet Number P2.00 (c) 1998 Rossetti Associates Architects Project Amtrak Ground Level Plan Station Date I .11.111111-1.1 ............... I ... 1.1.11,11.1 ................. ­­­­­ ................ . ....................... I , ......................... ­­­­­ ............... . . . ........... __ ....... 111.�ll,"-",.,,,..'ll""I,,,,,--,,, ... ­­­ . .................. . ..... . .......................... . .. . . ............. , --- - ------ . . . ......... . ............. _­ .......................................... , .......................................................................... I I 213I .� �-0; 11,121 i . . . ............................................. . ................................. . ................. . ....... . ..... . ......... . ............. . ­­ ... - .......... � ......... . . . . .. . ............... _____­ ....... , ....... , ... ...... , - - ---- , ...... __1111111111111­­­ ...................................... ­­­­ ........................................ , .......... , ....... � ................................... ­­ ....... ..... . ..... _ ..... ­11111111111_______ .............................. � . . .......................... . ....... . . ­­ ......................... � .......... . - - - - - -_ - _____ 1.­1_1111___1__,_____ .... 111111111"..."'.1112 / I P3.00 , I'll", l - r ,�� z/ I 46-6 1/2" ,�­i, _0�� I/ � 4 i -0` 4'- - Air _0 "I ?11111 I 40' -0�' z I I '/�6i--2 1/2:i ; - _4 ,/,-"""�--l""I'--,,-"""------,"""""""-,,ll-��-�-�-11-11,'ll,-1111111---"--,-,""-111,11I — ----- -,I,,,,,,,- - ­­­-----­ --- ­­­­ I/ - — -- — - 11-1111, I ...... . ........ . . . ... . . . . ......... _,____,_______,_,______ ­­­ - __ ___t_1111111111112 Z - - � � -------- / ........................ 1­11111111111-111111111 ---- - - �� � I—- _—­­-­­­-_-__ I I / / / � . .......... ___ __ ........ __ - - - - - ---------- - --- / -11 - 111---l-1-- --- -1-1111 I_- _1111_11111-111 - - - --------------- _-.11 , , , i I , , � , , I i i : : , 5-WC-1 - i_MS_i — 1 -WC -1 , I I z z z : : i I , _1. i \ � '11��,_-- i 1 1 -WC -2 1-(2-)FS-1 .... ­­­ -7=:,-=_--1 ... , . ....... - ­_­__­___­­:T­11­­­ __ I _­_ 1,(2_7)=EQ-_1 ... ,<5_ ,,, .... 4F�,-_,1_ .. ... Tp . t _f7�1 .. ..... __ _____ ­­T- I ...... ::::: I i - - T 1� I ; - �' � 1 -WC-2 3-UR-1 i _ --- -.1111111- ­1 I I - ........................ f --- , ................. "" - ­_­_­_,T ...... 1LR­___Z::111111_11111__1 ... ­­­'z­ .. ..... ___ .... � ... _, I'll, ... 11 ... ­­- i , ------ � . ...... .... "I'll , I i i `1/,/,,6,4ff5 I /A 4, 0) ... -, T . .......... ­11-111111 � __ ................ __4� ................. -,- _.____ - -­ ­­T m _­_­ .. " ------ - - ­­­ - "'I".", ---------- ..... "I'l�","::",---,--.,"""";� ---- - -, I ........ "Ill' """ ­_,__,­­, ",',,',.,,,,,,,=,,,,',,""I'lI .......... ­­ ­ ­ i � ..... — "k.7: 2//A,4,0`1 111111.1111 I - ----------- - I I I ......... --,,! ....... - _==­ T .:­.", ----� ... z _ ..... . i i i i i i i i i i --,-.,.......,.",--,,-"-,,-"ll,",-'I ...... � .. . . ...... . ......... -111,11-1 : 3 I - ,��,,\ � '� , i ""�"`111111 03 08 99 i I 1 -T - -A 'P_ ii -- 1 Pil \ I � i � i i I I I i 4-�-1 1 _ ” ”" l”, , I .... ... ___ "I----- , , , i I : , � 11 I 2___ 11 ______ , --- 1______1_11111____ I ____ - - - --------- _J____J, __1_1'1_____ I ------ - - ­­­­ f .............. - ... ___ ­­ - I ­­'1 „1.,,,.„_.,,1.,, ­­ ­:' i ,,:'- -4 . . .... .... .... ..... -- - -- ­ -- __'_'=#4:__,__,_­,__, 1 - . ....... __,__,___,___._­_ ,­ 4 - ---- ---- -- ­h - , , , - _111-111-111- . , : -­-­ - I'll ............................ a.................... „, „., ».,,: i ?'� ;­ ... ,ill.."­ i � : � ; - No. � ; � * I. .. I ", -- - - ----------- iv_______ -1 I ....... i I . ___ -IF",�1-11,11-1�,��,-,�,�-,-",�, ........ _`___­­'___­'7s-­7 I l I 1rTMV\,1, I 1 -Ap- ill � � . ", i � i \ __ __ _1 i i Al, . ...... _ - i _____J______ ___L, I SA- 11 _\ ....... 1 ...... A_ — ­_ I I I .- . . I 2" CW DN. W/ : , I I I I i i i i l __ -, 11 - 1 (2,) FID -1 . i Y "' I � - __� I z i i i I I i i 1 - L-''2 I I i 1­1 i �� z � � I I ' 4,­­ 11 i i i i 1 -T'P-1 � I � ,I i(2')!,-FD-1 I I 2 1/2" CW I I i I � PLA I -­$EE SITE PLAN .... -Ap-,_1 LAN' SEE SliE _____i__ , ,40) , , ... . ............. A 51 SITE Ni _­ .......... - P i - SE - I __ . I ; "I'lln _111-1-.. ,­ ­___­ - - � ...... . 1 - � " 1,��= ---.-_,�,,,,,,,­,l­ TE ..... PLAN ................ I f J.", ­­. 7l_ ....... �FEISJ "I'll'' _-, I FO� CONT. 'I ------------ f�OR-00K, * ......... __ - i I FI--- - -, I i - 1; //IlA-4�L SA- 1 ':� i 1' I I - ----J, AP= i 0 14, CONT. I , I � I I � 1 1 I i i i � i i i � _1­1­11 ). ............................... i : -1111, ..... 1- l 1-1�_111-1- i i i , 11 11 11 I I 1 "I , - � , -111,11, / � I l---- - ...... ---­­,I,—, __­_�1­111_1111_11 i , I " i � � _,_­_V1_11­__" --r- � I I i � § I i � � ! ! : � i , I \ i : i i , I : � � , i I i I ; , : i I . � i i I , f i I I I I � I � SEE: TE PLAN SOV & AP( TYP.) , F CONT : ­ 1-11, ­11-111-1111­1111 _... , _� ICIOT . � .. . . ........... ::::-"- """' __ ___ - _ , I i I ------- --"-.i , 1 , , � , 111-1111 7z= - d" .11, ... ­­­ ... - ......... � . ....... Z= . ........ --- 1, - �' � 1 I t _4 . .. .... . .... .. 1,111­11111111 - , I ­­­­,", ­­ ------------ ­­-l�,J,,,i-­,-­-- , " 04, -:) \ ------ �� : � /2" CW UP -, - _n ­- 1 -SA- 1 I ­1­ ­_ , - - I -4 1-111111-111 ,., „1111 I ­­­­­­_ I .... A - ---------- �-I�, -1�,,�'ll,�-='�--","--,-,-",-,-"-, z,JJN1T1 ........ �: .. ... -, " -, _­ f, — ­ ... 17 ...... �, .... , -C, - _--_ 'TO”, i i I , % ---- , i i i , � � — &1� . . ........ ...... a - -- - ---- - ---------- � 1 1 ----th, ,-,,,,., � . i i 11 , i i I 1 f, � - -- , , i i - - 415 '_(p_J � § § .... . .. ,,, ....... . .. -- I I , 11_:,,_'E_ E= ..... '1_= � - , l i vl I - _11::,_1::::4 """E""E""" - ��r - - 111/11/1, " , "' "' I � � . _ - I I - - ----- 1�_­ - - ------- ­­­___I­­_ ­ -11, r2J_____:_i i - � - f, � 1 %fl , i : i I : . : _,".."." i i i i 1 i i • �_, l • � i � i \ I , i , 411, . , I -1 :::::::::::_::____:: . . ....... I ; I r__19_0 "I -, ­� : i i i - , � � � : i i ;1� ­ ...... / i � I � � ....... "I'l./J/1 � I.E. —1.57 i 1 i i , ­­1111.11-1111- ... ­­_ -1111, � ; i I . ..... _ ... : � , I 1 i , �___111­111_1 _ - ---___ : I I . ...... � ..... __ i " J_111 ; 11 " ;. �71 , "I i : , �,, � ,,/ �­, � � -7 z7!±27ft-­- "I � , � i i I I i !-TT� ', : i I i I - i i ­1 11 " "' " i) ) ) , `� , I i i ... : I I I i. - i ; i i . i i i I -11 -1], . ____l i I § I i i � - -- ­1­111-1-11L.I..", -- - __-- - _ - ------------ ___,__� ... . . ......... - ._ - - -_ i I , 1, t '11) I I I , - I I , 1. i .. - I � � � : � i I . 11 I-, I �, , i : : i. � --- i ( 0- ­_7777,1171 I , , -, � �� . . . i ; i , - i 11ERPS,2AZZ0, T'11`��E I ...... . .................... ' " 11 " FQ5 ZO TYP- 1 1 .................. � , i,),I�,.a l \ / nF9 E 5 E �I 4" SID UP (2,300 SQ.FT.) " I I 11 � i _L4 i 11 , ! �, - i I , 1, I � � J J . . . . _ - , I - i , - i .,- , ��\ - /1� . ", ',� , , "/ / i H i ,V ,� i i i �11'1 ,i '� , i , I i I'll" , 1�,� . , 111"k --'-'- / i f 0, _ I � I I i , I � I'll/ , , i i � , , . 4 0 1; 11 i � , ,��,,��,��, ' � ............ I , I II? , 11 I ......, ., - � ........... "I � ............ i I , � � z z �� - - 11.1 _� " i i , 11 , " " i " i la Y � I [,�, P I - I , 1, ". I - I N — I J ..... .. , \ , -- .,( "I I �_ - ---- � - - ----- I i I . : § i - I I - M/All l'N,111, i : " -_',__'_',-,,i ",""I'll " ,z-, ---- -�-, - J___ i ­'­­ r 1, - i I , F i I'll I : l ""', � " lt', IT "' ­1 111_,'1,0?"]1('] _3 F - , - I I -_ -; -, I �- P I i "I _ .111 , , I" 11, , I , / I : . ,� - ,q i - 11 ,�"" � " "`� i '' 1 1 1-SK-1 - Is � 49*(3) - 'K 11 i 11, . � ��& , 1 1 -, 11, I . i � ' i l i I i : 1 I I � • 1 SOV BELOW A�CE�S PANEL � : � FOR FUTURE FOOD\SERVICE. 11 Bit , � l I 1� ... "I J:��_ 1;, z �, , ,� , 1, " . z ", � " : i : --- I'll, \ - i l i i 1" CW DN. TO �� � � i i : 1 ; � i I I I I ---T- i , I BELOW GRADE _", - i , - ­_:_,/­ l I 11 I . I i I t i 2 i, n;; " ­I , - 11 ,�_ � _� _J � l \ ELE' T, "I'll i , ... 1, 1� I-I -7—, 11 � § 6111 2I .- Ir " "I ,,, l , l I , I- i p----/ - -",I -1 �, . , " � " .11 : "I'll ..... � 1"�/ z i I - 1'k SLOPE � " =ll _'-, 1 "', i L ...... �, . � PE -­ i i i � - 77 . i 5 � " , i ! �,,, i 1 i i 1�, �, i : � ............. �_­ � . i _,""”, ­ , ' LOC, , .. , ­­­­­,­-­ ' " i �S „�N ,i - __L "I, 711__,__,�-LOW I .... LZ__1114 . i , � I , i� i 11 ��_ '' " I i I 1 � I 1-1111­111-111111-111111-11- ........ . __ __ I �, I "Ll. ..... � .......... ^ "I, "I'll", ­­= 1 ,,� 111111�11111111111­111 "I'll' "I'l-I-111.111111.111-.- "I _______.___------ ','c,t,7A,P- 1==__ _­11,111-111-11-1111 . .... . ...... ..... --,-,- , — "I'll", , , i i � � : l ROOF A , I i - - ------- - � _ '� : ............. . .. � -UK \I-UIUN , I i f , i , " , " z I I k �. --- � , I., ... F - � C, ,' - 111 _,SOV`__&_'AP-- I 'I., / __ , - _ 11 . ", i i , i I % // i �_14 i0',­.,1, , I I , ��-4; ' . :��,= '11_/ ...... '_-, i E ... � ....... � .... ;, -- il. -, _4 -__- - "ll, -r -7, , I ,I , -, _____ _. f \l , : I I __ r- �_­__­, I "I , � [Ji,-,-j-"wHT-_::::: ­_1'_,_!1n_ _wIff i - , � - I - . i � � ; , I I i ... �r?_"`,], i . � E -'I-,-,-"- . i "': I " 11, S, � � I - __­"I, - " ­ ... .-_- - ; : ; I i : i , i I ; i � i � i � I i \ \ i �, i � i � i i i i � � I i \ 1, I i , 1 � � ­_ : . I - . __J__`1 _11_71 2 ... I 11 i � - - :;W�'�';;' ::';� ��-- - - � ........ T I , I __�� _4m ,�.� - , l: � , , ) - ­� I I 11 i - - __ �_ _r � ", . . - - � i� � 4*9(3W,!'�d L�_ I i , I i /I .1", I i I i I -1 , I ' " i I f. I I[ I _ 1� I I/ IFT)j,'�,'_', .: � ".. z I I U, ­- .", I',, i �, i i i I i ... ..... _­11 ...... , -, ­ " ­­-,- I : ; ; ; � : ; : i � : , I .......... i i i �. - - - I I : � � � i I i I '� � I i I 11 . .......... ­­­-I'll � � � � _,_� . ........ is___ i , -, I , i - ­_ , , ­ __ I i ....... - ­ 1-11, -11,11,11111, � - � ", � , , , I" ............ -1-1111 ; � , � I 111-111111- , I - 11. ........... . .... : _ � I " _ i I �, '111111111111l t>4 � _ -­%------.- ... ;" -",-- _­, " - _`_­` I f . 1 ". I ,-,-:-,,-----�-�------'-"----""--,--.�- i � - , I I I , ... . ; - I I * , ... . .. . I ,-,/',',',t",.r-> I A'4'ci � ,,, � I '' i, ". 'I.- _.�', �, 1 i " " , i I _\ ':."" ` I , � , i __117111­1r1r­_T1­1 11 � I I . 11 �_ i ;� --- I �.` , i 11 -r(-­ r , ; : � - , . I 01(i 1% ,3 _ ....... __ I I � � S,1111� 1. R I I I i I � i U F­­301 I ". 'JI !, , I ­ � ­�="'­­­,'� C051<1 � 1__ ) 0 FR , 11 � "' 2 1/2 25 'C I'll. I I l,' 11 � ; , '^, I ., - i "' -- , , , -- - -_ e di ,,,,,, I F I I'l ', ! �, '. -m,/ r --------- ': '_',� - ,- , -L I BFP �_ l I I � : .", ., '. , _�,,� ,., , I I , I , , I ­ � i , - � ". 11 . . 1. i I I , ;, 11 ��, I ................. � , " "_, S I " -., " I" : - , , , - ,­�,, , 1- ... I � , - , , ,_1 , , 111 . � I � , , I - , .......... �� �,:,l ; i I I I ,� ,., - .1 , � , , _ �; ... �­, l­ 11 _: .... _�­ , 411 i"__�_­­ I . ----�.11�,�'ll,�'ll""I'll,�--.'I 1.111,11, , , -_ - _­,: ... A,�-= __�__­�,___�_ --."-",-",,�-'-,.,,..,,,.',--,.-'- 1, , --- _. 111.1111111111111111111�11111 11 1-11 ­­11.1­111_____1 ai_­ •­�­­�­ . ...... :�­, 11-11,11�l�'ll"�,,!::::::,",�,,-,�::::::::, ; ......... ... ........ , -1 !"""". "I'll", 1-11 ��"4 .... .. ______1____�.r � _�___:, - �______ ------- 1-- � , .1 , - , I - -, , , . _---ell ...... � 'T­­D`F­­1 - -` I -, 1. , " ` 'T '1� � ,� 11 ..... �, ....... :L - _i"_ - ____ �:. � I 1. �, : ­'. I I I � . , I , . " I . I � {/$ - �. , il I � ,,l­� "', A, -, ,.,,-,, -i , " -: " -, � ,­". ,,..,,, 1.11 " I � � 1:_ , , .. , , .- I I �� "' - " " � � I" , � . � 'i .'' � I , , ., " � , I" . I I 1, '1",,:: � : � . \,­� , , � " ­ - :, , 1� � �,'_ i I . _. i I I I V I'. � 11 11 I I I ". _: I . 1, � , � .: I I _ ,% ,,, : , � " I , :."", ', '. � ,,, "I 11 , , � , , . , I I . - I , _­1 I , I I �11 , , I , i I I - - , � I � � . I I- , 1 $ i I - . , I I : ... ! � 1, " . I I ". � � I I i . I .1 I I , . -, "", - ,'� � , . � , • , , �` , _1,".�'. . ." , , - ". � 1, �. __",_'__,V, SLO'PE'.'. 1: - -. 1, , 1, I . - - - �11. , , , , " � �,:'_'�,, � I � , "I I , i i 1, w 111,`1111 I ft? � 11 :, ", " 11 ,,, �, "" '' � � ,� 1,7r,", . � 11 I , Ai , , - . � � . . .... I , ,�;_ I I'll t � � r) ,,:,,=,� _L;��___ . ........ " .... I "",;" _v_. . I ". , . � 11-1 : I I . 11, . 1. I . . , , � I ".., - ,I'," I . - , , I- , 'b F-L �," ' i ' ., . - " � � -, I I _ , � � I �. .. , 11., : � 1� ." . . 1, :"",",�' . , .. � 11.111. , ���, � I I I 11 " ". I I I ­111111 ... 111- 1.1111-11111111 ...... � .... __ I /off I 16� , " , . I __ " .- _11 ......... � ... ... .... l__ t, L____-T 11',+ '1101 -- , _111-1111T. I I I 1'1�1 I \ I.. I / , ! : 1f". ",. i "'. ", I T 11, ... � I : I � / , . :.11, ., / I _1_1____1­­ ------ l . .. .... � I I / I I �� 1. , 11 ' I — __ , , I`* - , � ,­; L___ 'i; I'% � """.". , 1- __�_�i . ...... - I----- _-, ... _ "_ " ' - ' f - ' ' 3 Ell ' 1 % SLOP , �i / - i L i tH(D] P, I � - I � 1; I � 1 � , � I I - I - . . �. I �, 11 I �� . i "111 ­..11.1 , '''', I --�—1 -�­ —__� ,'-, - -7- i �� �, I � _ 1. I , I - -�,� �­­ 1. li 1, I ,-,.,:,, ,'r­�, "'M-111 i I , - - , 11111 �' , - - � , � , 'I", � -, - , 1 ", /I I , _ , .. . ....... , ,'"'."", I i I I 11 I '. I - ., . i I - 1. I I I 1. I 1, I 11 .1 i i, , I � , , I . � 1 -7 111 � , , , -, : : .1 -, � , i. .. � " - , � � lil�,_ . . " I . I I, - , , .�....__I ............... !­. N - _� . ", ­_ . , I ­� , ". :, .. I , '': - , — , I . I � I "I" " , , , , , - , E . ! . . . � I . � I I i , � -§[�&P-�,- " - w � , . ..... ­ 11____1-$Q � ___ I - �. 1" "i I 1. I 11 I — ------ - ----- � -1, _� — — ., �, ,", I. , 1�1 1%, .., � . .`­��, I I ­ — 11 , 1, , ".", I . I �. - ,,, ,,, I , I I .i ,'I '. , , '' -, . I I _7� ......... - =_� �. . I I , � " , I , , � ,� I- I , �� , , " i I -%1-:, ­.- , - I � ::, � ,,� - I-— - � : - ,; , t ' 1­ -I " l _�- � - - -------- . ,;,� I - — I �. �: � -.1 ­'. 1�: � � � �. . I . ',­­­ I - H --l' I I , " �, 1 i , " , , -1 I z - - . I... .1 � ___ , I " .eF " 'i, , I --- , , I �� "r-­11".111 , \ Id i I I I I "I ... I_- i -:' ; 42"(8C 0 CFH) I 1 -, -` -- ,,- � - I i , "' 1_,,,_-:"_,:!,_:J , i I , ,-, " � I � � I � � , , �' j I I I 1 '4,4,', F I - I 2 , ' � � , - -1-1-1-1---, - - - " i , , , . ­ "'I''.'.. I , 11-1 . , I - S, .1 � - � I � . 2%', " 4; - , I - � I �, � ­(Z'3OQ:_' Q.ik,4� - � � ; I - , 1) . - 1, :,- , I , ...... , - ,,, � . " i'll I, �, , � V ': � �, �'-,, ., .. .......... �,P­ ; .. , "I', � I , � -.�" 1.1-1 11 11 1, _ , , , i 11'1_11i­�17 �` I I I - I , , � " � , i, ___�­1 , I ' '11 p i, .1 I I I 'i . , . � , . I , , I , , , - I I , , - I " , , - I I . , , , I " " __ :i�: I ­_ '_1 � I I " - -.1--li �� I " ' ' , " , 1, MOk.GRADE � ". - ,� , ­._ 11 , I, I . � 7, I I . -, :'' , , ", I , . CM� �1,1�,, , 1, ,,72.3 - - f�� E'. , , , , , , , " � " - , . � I , - I I " " , , '' � , I � - , .." , " I il t " �1. _1_1 11 " " ,,/E�H -1 . - '_­­ _,� , I .: "", �, I ­, I I , I ,� , � " . -'. ,,. , ,�, 1, � " � � " ,� 1 , , , , �� I . I I ". � 0 ., � , . I , , I .11 -1 I . I "I , - . �) �, " I _ , ': .: � -_1 l �, 1), , I , ii, /I , 1 1, - � �,, , 1�1 I : - __ I "I "I r__­­ , . � � ,� \ - - - ... I I - � t , I - �, ­­.­ '� -,-- I- ­­� I _03- 1 � ,,, "! t ' ' � - .5 .. . ..... , ­­ ' 'FT. - - 'i ­: -4, - I -SUFF V) _ 7�2,000­ -) , , f1% � "I ­1 t� , " , -� :�, , , 0 � - , - S� I " 1, I _ __ - , , 11 ,,ilzl , (/) -­ . r_, .. "I - , - 'i ",'_- _�, f- � I ,,, � , .... 1-_ - , � .......... _ ", — . . I ....... ":­� ... — — ", - --- , I : ?_� i . � � ( -5"(6,500 SQ. ' . I -, "_J;L,:J 1. I'l__ i �, I ." , , 1. i •� " � ... ... . , � - , - I . , i , , -�Ii I , i ....... :,�--, �,-,., , , I . " � 01"FrIVI", . : f � I , i I ,I I I -_ R GAS --- M-ETE .... BY ..... GAS­- �,,r ,,R4" i!"�J, MPG BY GAS CO. , - � e�', 81�U=FILIE" I -=-I -_ � 1, � �0, 1, � 1 i I 1111,,.,-- .i11:1 - � I 5 � i i � � �.; �-, � 1/_� "/ � 4A/:'%; I � .,:, , , � � • , , , , , 14 I -- 1< , � ., I 1, �. - -1 �%" ". I ­11-11 i . . d .1 I 1L`.`_'1= � __ I � � I , '.2!' SAN l :, , " , -7-d 11 , - i � I , I : : I . , 1. �, -- " I.' ., , . i � , I _­­- I --1:'?, I I I , - _. - �. � � I I I ..... � - I I 4, -, . l ; , . - ;­'­­-- , , , I .- � - . _ . , l ­�, , � i "/";-- 1i - --, , I � . , l i I � , � , �, - ; M ,_ . ., I I i - I - � -,-,- - - . . � , , , " 1� ­ , " " . i l V) , 1. � i "' 1�1 l "'�-111,11","",�ll""�,.""", " [­`_ i __\ - "' i I i n i I ; "I " I" I I ., -, , , , , i1ti, ­;1 I . . � -, I I � - .. � ,,,,- , 7 -`�.-", , _:, . � ". ''' ,:, ; " 1-1 I ., � � � i 1, . " I , 11, -IN"11FOR ,�k '" - " � "," 1-_-.1 - , , " i .. 11 .1 I " I ,� .� 1, � PROVIDE ROU. bH .. ..... . . , ., ­1� --l- _1111 , ­% , , ;­ .11, " _ � I i ­,�_�_`­-- - � , , I j , . ; ,- ,,, ­�",.,_ , ; � t" -, ­_ . � '. �� , I , I , " ,.� I __� I , 11, � -- � - , - � ,,, -, .� _ _ h'.. r-r.. "NA, ' �, bo s0,FT..), " - - -tip� (6 I ia I I 11 ,1� ,:�,,, I i "I i i , I I I ''I �"' 11 ...... .. I I i l ... I I I i i . . . � ", I I I 1. 11 I ­ ­J ,,, i I i 11 i I I 1� 1 /BFP __J WITH SHUT OFF NP �LVES - t� , " I I - " I . . ,:� , I , _. � 10", - , "-, -­ - . . ". . , , ""',__;�-i , ­; , . , � I I ', . -, , � �,i • I$` "', ', , ''r, - '­ -11 � , � � i , , IM", .. ... I , � , 1. �11 0 �SINK AN61:tAPp 1. " , ; - � " , I I -1 �2­ FL R , I "Ill",- I �,� - ___ . . - . , I . ., 1, _ -1, 1 ,,4 1 �, _ -, - ,,, i � I - - '� I , ,/, ". , _ - !� - "I �, _ - "' I ,,, - - � -11 I'll ". I _�, , " ,� i _� . , __------V If ,�, , , -3--, , _­1 ., � 1, . I 1, -; � i " � , _­-1, 600 SO.FT-.) - -- " I ' Y 0 D UP X "' 1. , 11. . i, , , , � _ i i , I',' � 1, I - i i ., . I - .. I � I 1� I , 1, � . . .­ � .� 1, , � i . � � . I i i /1, � i I i BOTH 1 ON , , . SIDES, F DEVICE. ­0 . /1, I "s) I 1, :'_ ", ", �1.1`_ , "I �' : I , , i I . I I - 1, I I 1_ . I il ___' , ,� - . , , . " , , , I FOR FUTURE.- --., , S"" I ,BE1_0W­,FL0O 11 ". " , " , � I _ 0 , I , � .. ; ."/ I - -1 " '' 11 " -, ". � __,_�, . ', ­ -_�:�- �- - -_ . I , - I , � 11, I ___ .1 I I . . . Jfl I I ­ "' -.11 , " ` "I � I __ . A � - I I __ ­_ ,,,�, - - ­ �- - , - � I 'i 1. "" , 1-L__ ., - I - 4 , __ , '-T, I Z, . I I I : I , , I " . I I , J "-I , 1. , , "I li, .", 1. ". I ... �­, " I � . ----" I . ,­ . "". �" . i,., � I . I . . - . � , I i i I , , , 1, � i �' __1 I i � I I 1' "I - ­", � I I - , I i i "" ',. - ,,-- �, I �, , i , I i" , - ­ -111,11-11-11-"", il l � I : 1.11 i. : '­----­-­- - ... ­ , : � i � � i � 11 � � i1/i,�'/,', � Al,�,<,� T "- . I -,, 11 � I F � g/ ­ 11--__ ." I I . - I N1 , �- 11 _11111.1, ,�.' 1�, "" ". , , ,, , , ,,,, ; 11 ___, , I , �. .Iel 11, I - . I , -, , - .. - I �` F., - I I , . ,I ­­ . 11 - � , , 011,11, � . - - ­- �-- i � 1, ", -,----, - 15",-�", t 1, k - ­F` "I - , -, - __". L. 0.0 , , 1 _. I I " "I ,1 1, I , � I � "I 11, 11, - I 1. . 11 ,,,, - , I I , "I H . � , . .1 ", i � �'_ 1/ . _,-�_,J 11 --,-- ___1111;�_ "I ,2, " Cw- UP 4-- 11- , , , I " , I I ­­ I'll ", __ - , - ;________Z�__1__ , i i I , I i � i i i � I A'�-R"i ' ' � � .... , I , luf­­ �­ �, , i , , - -S, . n, I , 1, 11.1 , � �, , . ". � l -1 .11, - - _�_ 11� _-, � "', � � _I , ---+.r­ , , , I -_ , ., - ", , , , "', I - ----- ­,�,'� , � . - � . � lid .�, -- � �,, - �, , I I N ­ , , I I I 1. _� _ �,;�- -, � I � _ .. - � .., - ,,, 1". I'll _ - , I " , . �� '1� ­ I.... � 'i , � . I 4. . . I � 1. i - " il- ­-, I- i I , , , , , i 11 " '11, 11" I � i , 111. �, 6" SD(8,500 SQ.F`T.) i � C d - � i � , -, K_­ ,,, ... , , ... r--Ip , :1 ... ... , - !n", ] , , ­111 . - --l""", , .�., "' , � , -, � , , � -, -, ­ �,, -, ,',�', , i I , �_ ­ - - -, . " , "' I ,I I 'I- I _1 .... . . .. ;1 - - ", _i_ i , ,- I -, , �/'° 1. _1: I It 4, - � - I " ; --- 1- - "' I ,,�__ 11 � I � � ,,, I , � " , ,,, � 'i, ,_­�. I , � , ., _lr " - I I I 1--_­ , U ,­ , I I -�� ,,,, --- � �$ 11.1 11 , 111. 11 -_ ", , I I � � _ , " I . I �, 11 .11111- i J i I", s __r`,__­_ , I . 1�, 1, I ­ � 1� , , , :1, � I I - " '. ", - I , I I �, �j' I . I 1, -1 ,,, � 1� 11, I . 11 I . "" ': *1 , , I 11 - " i, , , , " , , I . '' "'.", � '"": - , " 1�1 "I "I I I - . , , , I .1 . . . . � 111, ., - .. I � I 11, 1, ,T0`_,AQ­`UN , 1, � , 1. , � . i I ,� , I I l'. " , 11 �, �, I 1 1_ 1, ", i , , , " , , � � , i I . i I � I ., . . "I SEE SITE PALN -- ; , __.1.,__,__ -,, -,., -. : I : _ � 1, I "I '! ,,, I, i... " , � "I, i ff"',," .", " , 11 � I 1, , .". i FOR CONT. , i , ! , , ; I I I 11 � ? ....... I I , I ________.., , , I , j , � I - S --- . , I I , " - - , , I , � , � ,,� __._ I t " i �,__:"-, ,,v - 1, - � -- � : ".i - ­___T,� ", � . I , i ­ . I ­ , _'. " -, , - - , , , __,� '� . , I— , , 11 I I i -, - - i T , I �- � I I " - .11 :, I - �1, , � .11 I - -, , _111�1 I " 11 , I " , I i ., __- - ,� I—- 11 I I � .11 I I I � -, , � , I � - , I I , , I , . I , � , I . I . , , � " I , ­", � " . - I ., I I I , ., , ; , , .11 1, I � - 11, "I �. , , � � I " I ­% , I � . 1. � '� ,,,, ,�-. , , , " I , �, , " I , � . I . 'I, �­. I I .111: l 1 I ". ! � - I � , , . 1 (2, ' 'Fi) � I I , it , , , , , - :4 �, _.:�� , 6o§' .S§. , : - 11 � . , , , , , � , . ".1 I ; I I " ,,, �1 " I , � � - , � i I'll, '. I I I . z . I � � I , 1""''.,.", ,,, , 1� , � I , , . 11 . , . � [.�,)) , , " " i I I ,, ;�'- ',,,,/ . ­ I -, -, i � I I ­ I i, , i : 1. I I 1z U,111,�rzA _&I i - , : 5 IS, I . - , " � ------------ L, : ; � � L, ------- I I _ , - ", ___'�­ , � � � - , : , -_ - - - -, I I If, , _�, I , I 's -- � ,� " 11, I _-1-11; , I 11 ", � �' '. , , , � ,'I 1- I , � i " "I , � ." . �, ­_ � 'I, , I ". I I " " I " -; I �, 1, , . ", '. 11 1, I , �, "I I I I , r - ., � 11 1, . . I - , ,� , � . I ", , ; 'I . I �', V"; . _�11:1 , i � i o'l � " ". , : 11- � ',i I . , , r,-X- T 11,N416-, ' " - I A,"",11C)LI1141 ' � ' ' i � i � � ____ , _V_ - - �-- 1, 11__7� - , . � , —1—: , t ,,:, , __11IX . F. , I , 11, t . I ­ " I , ", 1, — , m _1 � , , -%, ­ 11 , I I I -- E `,,`� _ I �. 1, , 1, 1,;� . ,.,� 11 - I 11 I . ;.1 I . , , ,­ - , , , , " � . I 11 11 � 11 I I , , �, I ­,� �, "", ", I ,�, , � �;,, "I .. 1, I . , � . , . �, 11 I , ". t , 1. I "I . . I V 1_1 -1,11 154 Of, J" " I . `­ " l , t / Ui iN 0 , , . .;,.; � ,,, . i I ' I )I I I - : '� --I - I , - � I ,,, -,,. 1 � 111. ,�: - I,' i ','----,; "w . ,,,i4 l'7­,,a ,rz , I " � i I " i "I § i 1 � � ,�; � , t . ......... . ............ , _ - -1- �, I I - __�, I ,_ 't�11_41 . - , � ­.",­.: � ;�� , I 'i-I � � , - ....... I �__ I _;i, I , , � I ". ,,, ""'I'll" 11 " � I �_ I - , � 11 , I I , I � -1 I , � I , " , � ��'11 , , I I 1. I , " � , . I � , ,- ", - '-, , ,-- " - It " 1, - "" ", � . I I - - -, ,�­l i - � � I ­­ - ------ 1§ I'll ; I . , 11 . ,., 1. 1, 1. ". , , " 'S I I . J /, , , , � 100 —, _­_ , " ­ i . , - , . , ,.J, -, ?­_�11_ 1141 il � 11 , �� � . i . 00,41, I 1, , I .. i [­.­­­­' " I .. , , '' � , , _�, 111-1-1 1.111.1 J i (�,AFR'11" i 3 i � i � 1 __­ .. __�___ , _1 - ,% .11 I " -, , ... "I'll, ... ___ " "' _11--i I I -, -J � , � , ",-;, I I �, __­ � ,___­ I I � f, ✓ � I 11 . I , �_1'1� 1, ". I , I I 11 E � l - , ", I I I " , � 11 ;, , , - � ,� , - --t" ".. ; I , - I I ­'. " ". - " , ,I . - . I I , I ,� , , 1 � ill , - " , , . ". ''I", ", � ,,, , � 1, i , . , , , , , , I '. 11" ,,-: , , 11. I " _­: I , ,I .1 , _ , - " � , I ", � _ , 1, I '' , � . - I I � 11. I , " " , , I I , � , I "., , 1V - ", 'I" . I ., 1, , � I � . , , I I � , 1, - , "'' '� � � I � I . , , '' � " ": � • " � " '' , I , _ 'I, - ..... ­ .� . ,.''-,, I . I I . I I 1, , " 1, , 11 11 I . ... . ,,, � �,',, �, : ", : F��_Ii , ;� " 11 I I ,,.,-,,,i ............ ; � , , - , i : � 11 . , , . . : ,:. � " , J, "'. "; � � I I ... I : I i ,-, i: "i i I l � N 1, : I . �­__­,_­- I � --,-,--' I . I . 11 , , . , , ,�� ; � i . � . ,� ��, I " . I I i :, "", , , i ­1 I t I " I ", � I 11, i, , �, I �., , , _', L--l", � , . 1, I '. I 'I "' , " " , _ ::, - , - ", 1, . " - , ,", E , �. , . , , , � ,,,, , I � ­` I I " . , , , " ;, , ­ , ." I I I � . � � .: ; ., � , , , " I I,— - " I - -., i 11 I '­ " '' � I � , :, -, " �,,� , I I I i I 1. � 1;� 11 .1 � , ., " "', i . , , . " , 1, , I � .� � 1.11, " " , , ILJ) / ­­. 1­1.111 ... .. . 11 - 11 11- , , � iii .11 i ,, .... .. ­ � I , W. 111�_,��1`1/1 �l I , � ,,, 1, . , I I � ., _� I � , � ^ , , " I I � .", "� ";, , . " , , ,�;, �`,: "'." I " .� I "'. , !� : , " , I I ,,,, " " �,-, I , � . , ' , '. . � ,-.1-1 I '� I , �. . I I , , - -, - _ ..... J � I i . I _ i� - I I . . 11� I . . 1, , I , _ . . - , ,',,.,, ",:. � 1. 1. 1, � I I I 1� , I _ , � ­1 , � . , , '. I , I 1, . . . I - - - I 1, � V, , ". I , I I " �. " , - "; , , ,,, " ", , _ , " , I ", �1 ,:, 'I, . 1; �, I''.. p' i , . , I I � ., 1. :. I . . I 1. " , " I . . 11 , , " ", _ �. I' I I I I . : , . I ': � ', . ". . V I " I z I , i _'.. � , .. � 11 ,,.,, - I , • I , , � I.- 1:, .. 1.�'._, i 11 . , I t I "..". � � 111 " 5 l I I � 1 � I � ,,, ,I I I 11 " I � , " .. ...... _'__ , � � � . %, "� I M , I � ""I. � , , " I I . i - I , , '� .1., . �. � , , .1", � I I 1, i . , , , ". � , _ , ?� , , , �, � " . , " � i . ., � �;� '� I "I ,­ '', " , , I 1, , � .:, , I _. � . , I , I I I � �, I , .�. ".�_, � , , 11 � ,,, 1, I . � , , , , . , , , , , I I I , 1, , ,:,�­­,' I ,,^,. � ,, � "' - - " � I � I - � I 11", , , � , . .- i� 1:� '"' t , �, " � , � , — - " t , I 1, 11 1.� -1 I I I '. . , . -.11 - I . I I . � . 1, I 1 t I i " i , � _,.� �,,, "I'. I i 1, , . I I ' , '. I i I I I 11 ,� ,,, ., '. I, - )" I i '27( 1,L � � i 11 I _� 1. . I "'. 1, W : 1_____11.1_-_111_­­1 I ; � : p , � I : � ; � I � ' " "' � I TFRA,`11, 8),f', r- � F i � ____ ... --- -.,----" .. . ...... .......1111,, , - .1 _ , 1. - , 11 .1 . I ., . I . , I , � . t I , I ­i, I - 1, � . . ­ I t -1 " - "', . . . . 1, . - I t � , "I ".", � - � � , I .1 � , I " I " I , ­:., � � , .", - � " , � . ", 11 I . , t .1 11 � , � I - , , f-, ,. - t ^I . . .1 � , , . , , I I � " � . � , I . I., � .� 11 ", I �.' � � . " , � � , � I , " , 11 '� I , 1, , � , I , I ". , � , " � , I % .. I , , ,,, , " , _ �__-"J � , , � : I � ., - , - -, , '. , . , '. . I - . .. I I � V�, , I �, " ,:, Z, " . I I I , I , �.� , � I . - ­ �, � I , , , __ - 1� , , , , ,,, -, . ,,, ­ , " "'' , , __1_11__'__;,_1 ...... I- _." __'4 , J. I .___­�111_ 1_1_11_1__�­ 11-111-111,11, ____­­_­_­,.­ .1-:1 - , -_ --- .- - ,,,�__I_ , , _,____2,,___'____1 ...... __,, . 11 "' "I - I I 11 1, �, " ; ,_­,,,--,; ........ ..... ... - ........ ___b­ .... . . -1 --------- »,..., __ ........ I ... 1�,_.,_­_i,;, ........ �,':_ ­­ ____ I 1_111_1�_.�__.­­�,­_.­­ 11 1, �, � - " I 1- ., , , � I , _ i . - 1, - I - � _ � , I I " I - I , 11 . '': I '� "If, ., ., , , , . � � "I I ".. I . ,­, , 11 N I , .., � " - . .� I . . I . i ,/'��.'�, �, �, " , .. I , ­ , - - i � , . � , I . I'' � � I , V �, , , i , I I I . . , , '' , , , �, . . . . ,.I �, 11 "' "' , , I ----` ­­1_11.___11__ _­__­­­_,_­ 11 11-1 , , , ." i I � " r , 4 - U , _1 ___ ­�__.11.1 I.,1111-- ­­­ I'll . ...... ... i .. ....... I.-L 1�.11111­11:1 ....... I'll ­ 1:1111111411.11­ i___ , -, lrl� .. . ...... . . . I ; ') : � § I : � i f -AS','T : �., z � ' : $ I � I ; � ; ; I f- ...... - , , � ; ; I , . J­­_ ­_­-­-'­ , ­ , , , � "I �,-,­­-�­-­_ �� "',': I � I" _ , ., "" I— - 1� I ,� , -, ­, . - l -��; ...... . __­ . �� ........ I/ , 1. I 11 _ ... . .......... . , " . I ,� _ , __ " , 1. I 3f ...... ,,, I I . . .... , , . , 1, I . "I 11 I . I , I . ''d, ,I, �� 1 � :", , , , I . I,, , , , : , - i � I , t t � , � ,�, 1, . � , , , - � I I , I . ­� � , - " - - — I , . . � �­ --T- - -, I . I., - r ,� - : I , 1, , I , " I :_ I � , "' IT "'% , . , " . § ­­ , , , , , i � ", , " � -,'� -, � ""' 1� , 1. - 1. - ,�, �, - , 11 . I � �, -t - , I I . "I , � ­1 I � , , I 11 � � I I . I : 11 ... ... "I'll, : . � , 1 , , , . : � . , I � , , .: I _// , , i " � . � � i , - i i I � i;;; � , i � ; 1-11, .1111,..„.,... ___,_ . . . . :. i : I I i � : : I : I ; I , ,­, . , ", "", " i", t " ; t _ ... ; ....... ....... . ........... __ � ....... 11E__5__,__­_ '=,--,f�m--�---,--,-""--,,-�I i --,-- - ,,,,,,,""-_=;=,,,;,�,-,�, .... . ......... � _,,_=,,,�,,,,,,,,,,,,_ , I i i ,� � . ...................... ,� 1 ���� I _5_,__,_5= -__ ___.,_5_,_,__ i "la, i � r--- - _ , "�""","","","",,,�,,���� .... . ................. __ , __ 1,;_�_ _�'__ : � i � i I t i H 1 i t � t �. '� I : � : : ; I . : i �, : � � i � : i ; i � '� - ___ ........ ... .. �,, _ - l '� i ; . : i . i I � � 11 : 11 .111111 , ­­­­­­=l i - --- ..... I �� 1 `�, I .. ....... ..... _ — � I "' I � 1, � , , , I i ; � 9 .1 I'll - � I : - i'li, E i I " I I,, I 1 ,;:45' 1 1 i I , l I - I '' I - f � , �__ : I d , I �_.,� _,,:-:- I i i , ” -1 i �.",.,�,,.,,.,,,,,.,,,"",.,,-,', L 1772 4"(2,000 SQ.F7.) i§� l- -_ ii -----,,, " Y11 I �U i -i . i I � - � � ................ . ... ... ................. . ..... . I � l I : i I ; i i . � " i ; • i I � �, ; : : � � t � I � , � ; , i I . __ ... , I'll, ..... .... , '-­,­­­­L ",­­ ..... � � d----_-.__.---- � § I : : � t t I ,I i 5 � 11 : . . : , 1-11-1111111 ................ i il -111111_1111�111 ,,,, � 4" SID P � (2-ji � 0 0 SQ.FT.), '� I I , . i U" ...£ 11 ... ..... � , , 1::� ` I ::�:::� ; 1111-1@1 '_.- Effil k �=-==_ i . i I I : i i i -_ I 0 I § i I— , ".. I I i � i i i M W � I � ................... „...................1111.,..... . - I � ; . ­1111 -,---,-,-- �:­ - -----­­­ 111-11 S . I'll . ....... L __ _11111 -.­.­­­­­ 1111­­:� ... � ....... ,,,,-------,,,, I ------- 1_-_­­.­,____ ­­­�­­­ --- ­111­__1_­_111_11111­111,l ......... .. � ........ __1 - _ - ---- � ___ ---- I ---------- ­­ 1__­_­;�11_1111­_1_1__ -1111-111- ­­ _____ ­_ _ ....... _ ... � . ...... ...... ____ . ..... ­ -.111-1111, ..... i ' i I ,3 ! i ... .... : ...... _________ ........ � ..... - .... _1111111111111-1- � � . ............. . ..................... . ­__-, 1111111111-11- -_ � - - _-__ - "I'll-11111.1,.,�����,,�����,,�1--�,- I i . I i =:::­:::,::::: i � i : i i � -' i(Y) �DN-11 oq'­6 1)""I"',.", 2(525 t Ff �� I �X", 5 . : 'TR` 1 E,1KJ, -'/ i 1 � I i I i i i : -------------- i 5 � i _111 i � 1 � i : : ; ; i ; i � ; '� ; , � � , : i r i i � '� � � : , .. __ i , i , �! 0-, � z _,""t- I ..... . - ­-It , i ,ii __ i I I � ��ll,",-""""",.,-,,,�n��ll,��,�I -1-11-1-11 111111111114 I'll `11E _11=11,1_1,12" 11 " -/,", : IJ __ ­­1 111111111-1111 ................ ­ .... � I."..",""" I ... =,_: ��=_ _______,_,____,_, , ... 1-1 -i'll ""Ill I'll, .11, ...... __ ............... , ­ ____0 1-1-11111--, I -�����,�,-,::�::::::,::,:�:�ll,",.�-111.11 ... � .. ...... __1111,.„ - - � ___ —_ ", "� -3,:_ �_ - ?/� I . 1� - - _, , ­v i : i 1111111_111 � . ; : ; ; i � '� , � '­­ � 0/1,15 , " A . , , �/�; "I i i I " i i i i , , I d - , z ........ . ,--,----,---.",-------",-------"-,.------------""�--,-�".-,--- i _____ .111_111 � I - , r :61.11.11:11111VI.., .1111.. -1, :, ��'� ......... ______ , ­­­­ .1 ­_­ -, ­?­- � : ­, .11-111111111.1, i I I i I �*`�,'_�� ­ ....... . . . ........ . I I , " ; ; ; ; 12 � V� _r � l 'Ne �, i � _r l , .jam{ i : � 3- SID UP (300 SQ.Fr.)- 1 i i i _01,; � i - :,r..: I ,� i .. i �! il. Z/ i 0 , 40'-!� 0' I i 1� , . E� �l -0 1, I , il i �J, I i� �i . I ) I i ". " ; --'------------- l ; __________1____11 ... I------- i " _,,�� ,i� /,/; 11 ' F_T__)__#_ — i,' ,00--JUP ...... (3.0,0 ...... SQ� , i i ,'__� I'll ­11-111 lL111 / 1 — -+---------- __ ....................... 2 ___ - , l�____ i ii i Z� - i i / I : : // 1, i "I Z: i � : . I I "K i i � § i ......... : i - : : : i � i i : : : i �,,,,,,,W � I i_____// : ,__ ,/ I :' 'i I i 5 i I ____ I 3/,//k4,/0/'5 1444,:0)"I . __JI 2//4/MZY1 GROUND LEVEL PLAN I ��J SCALE: 1/8" = V-0" � I I I (c) 1998 Rossetti Associates Architects Project Amtrak Ground Level Plan Station Date I 601 Truxtun Bakersfield, CA I f , , � , � , � , \ I \ � � \ \ , , , 1919 Santa Monica Blvd, Suite 300 Santa Monica, CA 90404 310.828.6876 fax 310.828.6885 tel I , , �1111 ... 1 , WONG & C OTAM) INC. I 11 " - ; � V - I � SMU&I'lro ­ 11 " I , , , j`- ` I la I I'll '­ 1, I ", � I I 7'1� " '. 1- 1 1�11_1� 13160 Mindanao Way Marina del Rey, CA 90292 310-827-3332 FAX 310-822-5511 .. . .. - 4" 11 , � � - - . � I , . ��el(*_ , ., � Ott- "i 0, 4 - ,.,- - I I .�- C'. V , , I . I li, - , (191. 11 ., 20e4l . �­ - A . �­ . �. . - , .%, � - . � - ­ . _" ,� � I 1, 1;0 . I I 1­ -A IN, A I I I . . . ► - I . - , . - .. */ .. ­ I I . I I I . I I I � , Sheet Title Ground Level Plan Date I Scale Pi �1 1 8'_1 $ —0 Project Number CAD File 98102 , dwg Sheet Number I P3.00 ,3. q - / 33 I I 1 5 2ND BID SUBMITTAL 6/22/99 4 1 BID SUBMITTAL 03/15/99 3 ISSUED FOR PLANCHECK 03 08 99 2 PROGRESS PRINT 02/15/99 1 100% DESIGNED DEVELOPMENT SET 12/21/98, - No. scription FD_ D I I , , �1111 ... 1 , WONG & C OTAM) INC. I 11 " - ; � V - I � SMU&I'lro ­ 11 " I , , , j`- ` I la I I'll '­ 1, I ", � I I 7'1� " '. 1- 1 1�11_1� 13160 Mindanao Way Marina del Rey, CA 90292 310-827-3332 FAX 310-822-5511 .. . .. - 4" 11 , � � - - . � I , . ��el(*_ , ., � Ott- "i 0, 4 - ,.,- - I I .�- C'. V , , I . I li, - , (191. 11 ., 20e4l . �­ - A . �­ . �. . - , .%, � - . � - ­ . _" ,� � I 1, 1;0 . I I 1­ -A IN, A I I I . . . ► - I . - , . - .. */ .. ­ I I . I I I . I I I � , Sheet Title Ground Level Plan Date Scale Pi �1 1 8'_1 $ —0 Project Number CAD File 98102 , dwg Sheet Number P3.00 ,3. q - / 33 2 UPPER LEVEL PLAN y SCALE: 1/8" = 1'-0" ..... . . .... ........... (c) 1998 Rossetti Associates Architects Project Amtrak 2ND BID SUBMITTAL 6/22/99 4 Station 03/15/99 3 ISSUED FOR PLANCHECK 601 Truxtun Bakersfield, CA 1919 Santa Monica Blvd, Suite 300 Santa Monica, CA 90404 310.828.6876 fax 310.828.6885 tel 5 2ND BID SUBMITTAL 6/22/99 4 BID SUBMITTAL 03/15/99 3 ISSUED FOR PLANCHECK 03/08/99 2 PROGRESS PRINT 02/15/99 1 100% DESIGNED DEVELOPMENT SET 12/21/98 No. Description Date W W NG Ct 0TkMA, INC. 13160 Mindanao Way Marina del Rey, CA 90292 310 - 827 -3332 FAX 310 - 822 -5511 gat� / 2O841 Sheet Title Upper Level pLAN Date Scale 1 8 " =1 '— 0" Project Number 98102 CAD File dw Sheet Number P 3. 01 P,y.1 .38 SWINE C-1/1,15" ELOU," f�z ILI N ........... i-1 ... .... . ......................... 3'" OD -1 300 SQ. - F - F. W-10 1/4" -r,,7 5 183, . ................ . ... Sy &J, . ..... ........... .......... 2"(2) V7' 'R .......... 2"(2) . . . ...... 4" -1/2"1 CW FOR AC UNIT DISCH. §Z )OF RECEPTON 1,*1. TO k U NIT GAS COCK & 1UNION SEE CELERSTORY PLAN FOR THIS AR EA CW FOR AC UNIT '; Z' - - ---- In . ........ 1 DISCH. OF RECEPTOR TO AC U N IT 1 WITH GAS cd K & UNION . . ................... .. . ......... ..................... . ......... . . . ...................... . . ... •. ......... . . .................. ............ ... ..... 7 ........... .............. . ... • ROOF PLAN SCALE: 1/8" = V-0" I Ti?,11"W�r-11 (c) 1998 Rossetti Associates Architects Project Amtrak Station 601 Truxtun Bakersfield, CA 1919 Santa Monica Blvd, Suite 300 Santa Monica, CA 90404 310.828.6876 fax 310.828.6885 tel 5 2ND BID SUBMITTAL 6/22/99 4 BID SUBMITTAL 03/15/99 3 ISSUED FOR PLANCHECK 03/08/99 2 PROGRESS PRINT 02/15/99 1 100% DESIGNED DEVELOPMENT SET 12/21/98 No. Description Date Marina del Rey, CA 90292 310-827-3332 FAX 310-822-5511 Ott, x-4 Sheet Title Roof Plan Date Scale it 1 8 =1 —0 Project Number 98102 W014G 610TAMA, INC Sheet Number P 3.0-2 �- V--) 31 - $wow cmukants 13160 Mindanao Way Marina del Rey, CA 90292 310-827-3332 FAX 310-822-5511 Ott, x-4 Sheet Title Roof Plan Date Scale it 1 8 =1 —0 Project Number 98102 CAD File dwq - Sheet Number P 3.0-2 �- V--) 31 I . I--, '11 .- - ' ' / . . " .. I .. �, .' 1111"" ' 1� >--- 11 "W, - , ..... � ...... .... �' '�" .. -�p K-�" .'l %...,,...,,1,,, (- I,;, '1-11'." 4'....� �� '<-'11 .... . . 11-----"" �'�-' """,",..,.,."","",".".."..,,,;;,,,,,,�, I I '--"'��."'111 K-& I--,' --�-- '--� I -�'...11-'--- .".---- . ......... --- ..... - ", 7, -111-1-11-1--\rowro�- �J\ ° "' . -11-11 - - - ---------- - 7- -:1- - ' '--'' ':----""..-':.- 7� -Z----.I,,, --"� / .-�/ �'.�-- .. � �" -� I.,.,.-., K&- / ""'K,-�11"-', --- I b/" ��--,. 1-1� . ......... ---- .... --- - 11'� . . ...... 1� ...... I" "-,--, ,.I--- / . "'--�'�' I ._-'�- `�-'-""'> I I % ..... "' . "" 11, , , "" "" - . . . . . . / I., " ...... I cz�) I '11-111`111 ... ', N ' 11 ," . I . ...... "'. "'. "'. "'. "'. 'p, I'll ,,, ",- "'. . '1-11- "fro I . --1 ." - , '�� 1-11 -ma c'\ - ,;? - C-1 " . c -) --, , "- '�">�' --;�� "- N �' .'� �'�- -, ;'� 1-1 , --'�'- "'- "- ��s " * "� --Z�-- -�' - - '--�' --"�' -.;' Jas -" /' -.v 1, '�" - "�'� \.n4 'S IN .. 11-1"--'> -e , ... '�-' � /'- * -"" .1- '_1 , -." - /"-1- " "", " "", I ",'. '�> ' ", "�' "-.r- �' C", 1// 4'�' -/ ". , I 111111 ' - >' " " , .' --'- . ': , '� , I 11 .'�, � '� ", --/' -�' -�� ....... ,� , - (Lo) '--1111 . , �, , 11 " I I -.1 1 ><7 >;,., � , , "', 1, 1� — - .... ... . .. n' I �a, , I ,.' I 'N" " .'�- "I QX. 11-� I , ,z�z ...... --/ ' " I., , -"", I 1: . I ........ -- � /I • - - 11"," '. ,,, I I Z�t�611'. '� , I,- ' "I", :;,/ ,/- "</' "I' '' ,I ' ",.' ", , ::�" .---," I I . .. . ... � �"' ' , ', ��" /1" ", - � , - - I -� ' ' , , ' ,;.,?i" I I .1."' '�.,' "-, .:�- ,/"/ '-"' - ; ....... 7'---"-', '-'-'/--'�" , //' ' - I,/ -1�1111 �' "" ", " I , "- - / , -------" ""� "I'll" , - -"'�" -- '1-11�- ': - 'I- '11� / ;-: ') � ', .... , .1 ',.', " C-) --, . �. I , " ", ' ' �,' � ........ � . ........... " "1.---.,-.- --� I 11 1, -""�' .1 ", X 11 <' ,,, X 2-1-- -.� - C--) " "'. I I , ". "1--'."--"""'-' 11 � ' - "':' :":' 1, - I'll , -1 �// I . I ',.�.- I ,,, �' , - ----:�-" / \ .1 �'-- - " ::": -'��' I I �'� -- 111� / . � I I I I .1 I ... I , I "-" , , . -, - ,..mow I I ... � ...... ; 1 7� �' If, �' ", / . "" , -" / /�'111 I 11 I I I I I • I , '. -�',--'-".�'� I \ ,,-I,/ "-,-,' e ... '� .1",' 1, - ;;� -" , I I � "' / ,/:,;, ,- ,,,,, � • 111'� I - I . - -,, -1 I - e-1,11 ' ': . . ..... ... , ';�-,"', -, , , 11 I->< -"--,, --/ 1-1�1-- ","" , "I", "', - "' . ' ' I ' . - •" "� , " � <--/ . ' ' " I .""' ---5�1� ( .... . . ..... ,--, -� --", I- ' -<,, - 1/1' 11-1 � I � I . I . . ,1 - --,�' . ", I , :",.-"--." ' 11 -<-----_ , 'I-, N "- '-, � " . '1�11/"- - "? ( � 11-1 � . :->�" I " """"" 1-1 "%--,"." , . . . I 11 , .'I '111"ZI. "� � , ---A�-, " / .... ��.'>"" <;Z� '-- 3R, , , , ' I '-','�' "' I - I , I t . - ' , -" -, 1-1 I , I I ' I "I " ." I " I "k,", " 'I- I, ' '. ' I � I ' '/- ""/ , . /'-� � I - "' --" �"' /-,-/ ...... , 11 "", �� 0 ::` -," -, �' -'--- r--,. '� 1-1� '�� I . !�' '� "-----.-"" '>' -'�/ I I I . . I l< -'� �-­ ,',', " - - ' " -1- /� �' , '1--1 "';"-"-"', `-N, -, -Y,<5 ... � --, - �O , . "',�',"?1Z, , --' 11, '� I 1 7� >-W-4, ' --- e�-'�>' ,� "I ... '� �'� .- '.' I I . . . I I --.- I'll � I I ;' ,I . , -"" - -11'. �-- '.' � I - - >,- �'. .. , '*-� 1_ 13, .1 I -, 1.1"".��' � �"-� I '11111" .a,,'"'' 7 -1 �� -'-" - ... �' .11, 11� , - "��" -'�'%/.- " N�111.� "'� "I I - !-�,��-�-1-�:,�.--�>,�;,.,�.:.;Z��� �� -," - � I . , , , •. -- -1 .... � . " r'. - -/ ..""'.1-11- "I.--",.,,., 11 , / I , , , I - 11 , --- -1 ' *5r ' ," ".'�� � o-;, - , .1,' ,",4 . ;1 . . I - . � ..... �' ' "�� �-' --- ---- . /I '�< .1 .I- I--,-- ,' J ."�� ------ - .. ..... .... .... ".,:, '. ' ��' '.'� '�"A '.:�� �'""' "� - I I I . "" -0 - , J-' I �" "' ,,, " ---l"", , , " ": ,10 ""/""; 1, ...1111, '�.' N I .::'�"' �'- I 1, '/"/ / '. I . " . . I -- 11 / - e I I �11N"' 1".Z I . "---, "--1---.'�-' "I. ,.,,,,/ r ; �� I - .'�' -"' / ��\ �'�"' -'5 -, " , - "�' .. I � 1� " - '� ',/ .1 .. .. ,", ..' . - 11' , '.' 11 . � ��D I � 'p --', ' ,,, � , ' �' ", I ' . �*"'- ." ' I " I )- r--1 11 " -' '-�'. �-:) >� - --�":.' � . - . ' 1�41 , r "..," , , , :> 11 , ' , ... , . .", �� , , , < . I ' "" vl-�'� I'll ....... I ... . -1--. "�11---1---1" ...... -.,,.,- , ' I ", , . � . " I ' I � I ��'- ;;�� T 0 i '."' � . .. . ... � .. ... � I ,", I 1�1 " . , " , / " I N�-' - � I I , - '� 4, " I > " ",- I "'ll , I- � . � -t".- -- I I / "..' I , /";'�� 11-1 I , -"--- .1 I �' � "." , I'll .,." I ' X�- " -.- '.' Z, - .1, -" . , . . I , , ", , - --"� I - � I -11'��" ;'� I � " '' ..' I ,,, ."� -.,., "'M <�- , � , '.' .' "I , , .' lo, 1� , ->','� �'---l"'N". '. '<'% 11 - '/-' . . , - I :�-�". , ' , (:��- "p -1111'1-�- �-'� :k%- � I , ;. .,:" 11 I-- I . I '�' - 11 .11 ...... �" ...... . 11- =..>", - �. "" -� "I-- I '-p 'S'�' -11� I / . ..... � .... .' , ? " 11, "', , r� �� , , , -, ...... , , . . - �'. "".1-1., - I - -��J,, '. '� .' --."�' 7- ..... ,-." ' . . " _. I I I I , � � '� . � I , ..... -� --') - /�� - ,I V. �' , - , - -1/ '.... "I'll, ��/�' ---l' I", 11 I .. 11 ; '.--�/ .. - �' ...... ... �' ZI-1 , "" ,.'." " I I - I "I", �' � 11"K, 4- �.-'::::3�� - .- .... . .... _. I-- ��""-- , ., I I '. " "", '�"' .'. , , , '- .1 , - -1-1� I /11 --� "", - �' -- I . . I'll 1-1 /­1 - , 11� I ' " , I - - - ' , , ''. �' , ' '<�'-' � "� /' ---.-,,, -,"', .... .. l" - .... "�' - .1 - '�'6 "".5-"- 2- � " . - "I ---t�z- )�5�-�' , " . .", �./: 1AC) *- ' ;'' ''. 1;1-, ,,, . I �N '-�-- '/' -1. `--Z' ... � - " --I'- I - I -� I - - ------ 1, I "111-1-1 , I.-, 1/1 >5'51'-1-1- "" -" ♦ > I ' " ---" /-, � '.' " '.'. , , "I , ) - I .1, .1,' 'I-, I I - -,--,--"",, " , .- --.-.,,. >..I'. - Nt-, ,ell I I'll . I . - "'I, ,,, < 11� - . "I .1 . / i',`! - - z 11 . 11 ♦ J 11""� ./ o";;." *1 I I - I 11 11// / -" < " - ., '� I ...... "'N' " ......... I - ' . "" - , -5:�; . I,.- "�;� - "� ',`-' -1 , " '-11 " '/ .... .. I . ..... ",/I. , 'I-,,. � . "�/' /-" I'll /�' -I- I . 1, I /,/* I -1 ✓", " .> ," /111' "'-..�"w .1, 15711, , 11 //. - - I " 1, '�" " , "Ill., I '�� - X,/-/' '--' ,- 11 ", /;,"., . I I " - ," I ", ",- ", /"x � .� , �,- ... -/ �/ -,._ - ' .' �� , - I I I .1 ... ,� ... "', �':' ��' 1~11.1,% 1,' I I/-- '_1 ;: ",� ... I , I ". � "'. I � ,". � / .". '... ",--,---., /='� -1 I , "I " ".,.<�' - ' -1.-' I � _:, """ ' ".- / - �' "-,/ '. , 1�1 , --" / -,>< 11� -1/ - ; .� . ; " " , "'..-- "I.-,-.' 11 � '. I '< , '/"�' t. V � � , , , --�'---�' x- . � :' ... oo I / � � I --"":/"�' I I . � , I :�'::�"'< I Ile, I" ' .11-1 "� ... : " : � '. '- ,,, , "Ill . >11 .. 1, " I ". , . , I " * I " , ,� - "I 11, 11.0" -."�.�-,��.4 �" Y""/, ' /' .. ,.: ... I . ;"51 .' � '/ , I "/ '.. � """ - .1 "- - "111-1--"' ":��'/' """ , .. " , � z " - - . / '-4" , " <- 'I',- '��" I , , I I I - I., ,- . - / 11 -� - I I .. , " - .111, I . . - -.-- , ,,,, I I - -- � -' , ♦ "" - , .". , I-,' ----- I , `- , I � -"'-;'.,:' , I '� - . � I I . I '� . "<1--1 --- ��' ,;I"" "I , . .... .... ,111� -�"--,'." ... . ...... :'" : �-'� - " -, , -, - ,,, / . , , - -,--,,, - ,-- I � , , ' � . ..... ,. "" , , " ,�� , , , , , , -1 / , I -11 h� I I--, - - , ; ,,, 1� / , , , , . '-'�"�/ , -,QK . , - , " , " , I , '� """ , , /-� / r ,. "I :1 , ,,,.',-" �� . ". I ... �� ;�'/. � I , , ';��' -';�' // � � " ,,-I,' "r I'- ' � � / "' "I,.,/, � /` >'�';-/' .'� I I r I 11 , 'I, -,- - -1 "� 1.1.,"" '-- --"e- ." , � � , "-, '/�' .... / ', -." '" .: ;� ...;p "' I'll.. " 1 )?�"4 -,",' I. S I'll , "�'- >"'--. ","', -�. < " 11� -,, � I .. � , ""." - ., /I �"'. ' � I - �/"' " -, ., "�' '� .,.,, , ,'.' "� I - - I , I- ,,, I I - '/' '., ... , ' �/' 1�1 ," �' - ' ' ' , , - ""' - I . ' ,- , , : I , , , , * I ---', - �' - , I----, I -1p �'/ .. / > , ." - - - ' ,,, "-�"'/ ' " '/ '_� . ,,, - I., I --, �' , �". " I I . , - - . - I .... . . . ,,.". .1 I ' / ."D '>." - 1, , "-� /---,�'- ,,- -%�' " " '111-' " // I . I � I I ;"' -<'. 1/1, ."", �" - - 11 I '.'� - '�� . . _ , "'. , W 1�1 " " "' "'." "I "X' '� ./"�""" - ". , 1� -11 1-1---, .11 -." "Ill: /I , I -.- ' <11- ,,,/'d -. 1. , -1, , 1'1-""�" " 1�11;11 I " 11 I--,' '�-' / '- - ,�.---' -'---',' -"' I lllfl� -17, - Z-1--1 " z '- ­.' / ' �- "Ill - - . '�' '�' / ' ", '- , � I ;""- I , -�4�---- 1� - ", ..,;::.., -.1',<,' , , , - ( -" .1 '�<' -,--,,----- (,-- , .- I., % . I , I _� �--;-'//' -, -/ "I I ' " . 11� I I " , "I , " , .- , "�-' ./�'. � , . �' '. 110?�'/ .1 '�' "', '/� I I I V 3�2) 1-11� ,:/ > , '/ �'�' , ... �� /' �- d f '' " . 1. ' //. ' '/" " �' - - ' � I � I , , -/ 1/11; ` -1 " .1 � I--' -x �� . . ...... ' ' I . .1111 .1 I--, .� � . �.'. �' I- 'X� "'', I - - . � . - - - .... . 111. -1-1 �-� / % -."'-�-"' '- 1� � " - , , �'-��Z�7�/- ... I,/ " , , I . . I 1, � ... '>---� ' ' ,-- �'-"�< . ..... --"' / " -'> - "Ill � '/�-. .... . - . /'��' I '� ... ... � � I '�� � .... .. � ..... . /I / , -1.1 I . . " I - -- I ,,,, -1111'.., '55'-�i�- - I 'l-, , 1, , , I,% I - .1 �"' , / //'� , ", , , ." � : I - ' . "I "I,-.;71 , , ", � . I - -I.. /1-11 -" '1�1 � ." '/ It � l. � 11 , '/��/��; ,,--,- ,,,, - "�"� "'�'/ ) 11., . " , '. /�' .... ..... "- �1-1 , 11 I ., - .1 I$ _ '�� - r -, - / ", 1-11 "':"""".. � ,-.,-- "IrZE� "'I - � . " ��'. �' - '/ I " :3�'�- ,-��' .- - 111%1".,. I "---'.""' - - , I <,--'-'<-, 1-1-1 �' ..'� , . - , 11 11 1. I - - "/ '�-' '/�111 ".- .&I ...... � ��-'.' � ", 'A ." ',I I � " -- ""� % <? 1, . , .�"� I ,d,"„ 0^11, '�-- 11 . "� I--, "/ ... ..... . ..... �' /' -- "', . . /-11 " .11 , � � . , I '�' ' " ,o;,- I - �' 11 ' . � '�^.. ��'- 1") - , ... I I I 11 Is . - .- I- -, N , . , , ';;' ' , "-'---"�" '-' ' - --- I'll , - -11 -1 -'/.1 , ;'�X , I - - I /X/ fll�' ' . I / .'�� . I - . , , - -- I - , " - "� ,,, ♦ ) I I ",/ I ... ". I ": � I I ... I . , N, � ,,--.-, ,,r--, ,*,> 1-11 , � -. �./' ��/ I � , --, - , ' . . "I'll, I -/':--�' " ED 11 '�-' -""" ",-/"/ -1"," i - . I �.- -, - �' """" -,,-- ,X'I'---/" '�-�. - , : � . I , fi- � I'll ," 11 NI-111, '/�` 11-1� ' - � I I I;x ; I" � 1, .", .... .. �" .. I el � I , • I .1".I I ", - . � , %. . -.' I I 1, , . , - 1, ' X "I � . I "I,/' I - �11 � -", I,-", - 1, ' , I I I ... ", - I ", 'I-, -%' 11-1 I,/ " '� />< "'," . ;M I . I I I 11, V, � . . I .. 11".. -, lic�� �' "I'll " -1 ", .' Ill/ I . ,y,;;;, I - 1-1 `�.' I,,'..., 1-1/ - . " � ""I". -., 11 - /' '."'::'::� - I . . - . I I I - / /-, "/ � , " '.'.� X ,- I I . ' ..��/'- " 'I."" " - "'Z� - ��' , , , , � I /'/ "I', 1, : .1 1� , /­1 , � '. I I , / I " 51< �: .... , - I """" '/ ��-.':-'-"' - `�.;'�' 11 I ""I . /-/ - , , �' , I 11 I,--,' I , -"' I-,- -11" "I, :! -1. / - , �-"' , I ", ' --,-,-, -/ . . ..... ' ' '�' .-I / '/<1 � . .' i --- 1.1�/ , , I ��;'.' . �'* """, 11 I " . , ', 11 � �V- , - I - -. . . � I ";-/ '/1-- -' X , ---- -�- -1 " ..", -- �' . -11 '? - '-""'�---"', 1 �; . .... . <� "'�%r-"' "I,:, / . '.)"K11111.1"W . I , 11 "' , // , '/' " "."', ";" , " . - "--, I I ", " '� , I - � " , "'. , � <Se � , ,'� ', / '�r -- --.. -,,--- "ZI , " - "��"';- , '>6 � "- .... �-- / " /��'C' , , >"' .'�>' " I - I , 10 /,--/ - - -- , I - L , 7 7 � �� . --------, 1. '--'�-' , I . ..", "-'� "O""5�,' ", "I----" ,,,'- , . '/--� I , -'�.�"'," I., I- � - 11 - ., . ...... � " ..... , I '�" '�: I --� , ' 1, 11 ... --� I/ , ,/-, , , I I 11-� -,,,-"-,,,, /_1 ,- ' ," -I' .......... . 9;1 I 111". I ... ... ,� .� ", , � 1, , ", �' " I", , " -"'�' . I . I . � ' ...' - ,� -1., <' -I' - ... ... /11 , , `-, -�' - - ,I/ I I -, I -, "� -1�1 , 1--- , - " , . -, x-, '� , --':- "" ,� " " . 1� '/11 � ..... ... ,'. ', - � . . �/"'/�/' 1, I � 1. ", .- I .... .. �� , N, > , " , ,,, "'�"�' - 11 I " . ; � � . I I . I/ -- '--1 , , - " "'. �� " - 'X " � 1, ; .1 I "-I" , � . ..... I < .. , -""� ......... /, .I- -,/' , .,,' ✓ "I I �./' : . ""I '�' �"' " '� -, - "7!,-*) �- 41" I 11 I 11 I "*",.;ZD I -/-11 " I .1111. , ' �' "'.- .-- � - 11 , I ", -- � :- "/ ,,, I I I : , ", '�' I- .- - " , ' , "-� - , - / , � . . . . . 1;", 11--l", � �11� "I, , / I " I" , , "", "- 'I, 11----;1 ;""" ,-,- - 1/1 - "" � , ".1 ........ '.'. llsl� '/' 11-74- / , -, , �'/ - " /�' � , I /I . " " ///,/ -11' ' """ / 'e . I .". I 1. . " ", , ". ..' ' , , "'. .� <_ "� "-.�-'. ' .::�� r- " , "".� " I I "I '� I "' ;Y'� "I 1-11 ""�' . . r 1- I . I 11 ♦ I I , , ---- -- -- ;11.� '. 11 I . 11-1 ... -'�'� '� /" , - � ....... - 1111 . I . I I I . : . I ; . -- . , X / " /,-' /--�"/ - . ' I ", --/ -';��.' , - . I . ..... ......... ........... .-,., -, '�� . I ' - " 11" I<%*- - �- I,/ -, ."'��.' .1 I ", I I I . �. z 1. " I I . I . , I - 1 . �� -1 .. . .... , 11, /:'� 1--/ '1111 ��-'..­ /;p, , , ; � - ','�'� �--' . ' -"- 1-1 ,,, /X, -�� I . I � . . . . , ' I " / - /- - I " ' I'll ' N, � /If '� I "/� 1/' ,X-,/, --, ---, 's ... /'-"-, , .: I '�' � - I I ;/ �' ,. "I . ""� I � � . I �� "' "", '��- - I " --'�" /./ '// I I . .1 I . I , , " , /'/ 1�1 /-11 1-1 1-'>1<-1>-1' /K . ' , X, el , � . ' """ . " , - lo<�- /111 , �< ':�� I I-If-1-11- ....... 11---"", .".. '--- .,/, '.'� " '� � � � I 11-11, I I I " -, .... '�� /' � , ," �� . , I 11/�� , " 1-11 ..' , .� . I "', / / .... I/ - --� -� � ,--,'I, '--'� " I ... ... "", . .,- I I I �' I , . I . -, /'� -1, " - I I I I 'I-,' , ; / , 1-1 '1--' - 1, , ' � " � - - -f� '-� -',"�' ..... �' , , ', --- -V-, � - , I 4 -:/1 , I .�/ � I , , - � � ,/,/ - I - , '- ,/- 111-z�' ,""'� .. ..... ". . /-1' : "", '�� - " <'� ..�'< -." , �-'�-�� , 1, ." I 11, . -'.'� I ,,,, . I ' " � - I . - '��'e - - "' . : I I 1. I - . 11 I I -/1111 I - ' , - .,-, W,.,< " -, � � � .'. "', -,-' ".. '/'1QV """"'-"'. ", - ""', ' ' ,�'�� 1. � , . I � " , I'll "/' ,,, -N" , . ";' X I I I I I'll I > / - , /1" , , , X" - ' I I . ...... ,"'. � . , , , �.' , � � - ,-" — " , /11� I .' "'�'�� ' -- �,'"/>>�� / .! /- �'/ I ' ' ' I 11�11- "I 1, I I ""�'� � . "'K, .. ....... I 11, I I . ; I I . I I I I : I I : /I 11- -1, " I ' . .' �'� :1 .. .... � " -;p -1 -- ", �.'� "'.� ,,,7' , "" .' . � - ", I I '. ' ' "', , , ^ / " ' ' I . 1--, " ", :,---- -;i 1.1111-1 ... ""I"'.1" . / , �'� � . I _l< I I I . ....... . I./ I , , "� , -<*"�'Z-: ."", 'r'r '.' X" , "--"" / ' /�'<,'-�".-"""" - . '. '-,,,, - " '. . " I ' " ' ' � . ". -;.1 />'�' ,--, I ,,,,,,/' . I I .. I , %// - � , . �_ ," 11 . '>-Z� , - 'zr-., , - �11 11,,' -, /-111 .1 � '. ' ' -'-,,,, , .,?'�. -'� I � I ./ � ';�� �'� ,/" �? , - I ��� , K &2 �-' - '/�'/ , '."," , . -111",' I � I �"-/' , I , I , I 11 '--�" /' ' /1' , " / . , I , : I , , , , I '�-- � -1 - I ..:,) " ".',' '. �r � I "', "", ",/ , � , ',,�� "", �' - / � " ." I I �� I ' �. I ", "" , 'A ,- - " " I � .1-1/ I � I I I , ♦" - ,! " "�' '�' � ; - "'��.'.' . -'.'�"." I I - - I I " ", . I I I I 1- "'� . ..... ;Zz��',' 1-1.". . ' ' - --.-, "", - " . I" - - " . . " . ", , � - "." ' I., ... I ... / "" ",""' I .1 '/ I I I I � I / - ';�� -11'� I., , I I / ' � "", ' , I ' � - � - , , , " - %- , " ' 711� I ...... .�' - - : 1'---'--'-',-"%�- �-- /- -,- ... �'-"'�-'."': .. ..... >11" I >< --;��"' , '.. , " " ' I '>Z11 '�'� 1, , /';� .... ..... - . ';"'�- . , �-' '/"�'/ , � " " a"'� / '�� �;';��>' . ", .' I I � '. � I 11 � � ." ........ 111�11 � - >�<�//�` �"'., , . I I • I � " ,/-,/ - >-" 1- . .... ... . '�---""'?<', . " "'r, , 11-11 "I I - , I '/---�" ", ". .1 I I I ; . I '-- ----N7, , � , '�V- - I >�'/ � ... ,,, ^'<-'Y_�, ,,,, -�< I -1.1- ✓ ';, � . I �'X�' . I . �' ',' I - I . �� I '-,' .' ," -1 11 X�� I I I "� -1 — -, ::' ��-'- - I , J 11/1 � '� . ... : '�. .' I � -X "/ � I .' X I., - "', - I 11 1. I '."".'17-1,.�"' - X-" .- el �--�' I I - - .,-"'� �' , , , �' ' ' I � "', I � I , I �' ;-11 -", � .. .... ',' .--- /'� %";'� - "'.�' �� " -1 1111� I � , ; � �' "I " " �" - '.' I . , ' I �' I , I ' �412.111'- ' ' " " � - ' //� . . I ' I ;'// --; x", - - --11' , ''I' , /-,/ . ..... -'.�,".' "'�'/' I .... ' , 1<1' - I I -11, -'�z�,"_ "' " ,,, � " I , "', -/ ♦ --// /"" . , I �' - ";1 I � ,� �"' ,-..",. / � " " '/ ' I, ' '�'�� -" '!J'��"-; 1 , " - " - , " , ,� ". -;// .... ... �.�— -11�1 ' ".' 1�11 �� � -I,--," X .- -,.--N"l �. '-'��<J , , � - , '� � . �' ,/""-, ""!"-.f .""" , �" 1 7 :- . ..... " I , . , � ! , ;� - .1 - , 'z - �'- - .- ""-�'. , -" �6 -)!Ie < �� '. 1, ' ' "�. ... <,.. ' `--z' - , , . I - " - >-�:' ;-,- , .- I -� I ", -,'- -/-, '-"�'/" "I -,.-- � 1� .1, . . . ........... ./ /"" '� . I f " �.' ,,,, "'�" " > , /-)'�" � I . %, 11 I 3;r -- ", � ' I", ' � * " -- , �'-" -/--111�- - ' � "I , ---1Z%§.-.'1 �.' , .... ... I " --1. � " '� I ' ' ' -, ,-Z , " - P-511< ", � 6'?,, , .. .... ." ".: . . ..... ' ' , I , -" "-/ � 11-11,11- -;;�r �� �'- - , J I . � . I I � ' - " � " '--, , , , , �. "� , ",'V �'�."' .". � .... , I ' , . � I , , Z "' , : ". I , ": -/ ',IV, � . . . . . . / - I �� 10K, . I I I " I �--' i � ' " --1 11 ♦ ��- i -'Z'.,' I � � .1 ft /'/ - �'/" >1 " " " - . I I , , .I 1. I -1, '.�//- -', ".,eK .. .... I �-� '1�1 -, ... I -"""" , I � I . ��-�' ,,,- - -" I I 11 --11' � I., "'. -, " , ."�� I, ". ", - I I ."'.�'.' I--, '-� .- "" I - .1 I , /I- I 1, 1. I -, .."'I" , , , ♦ "" '\,. ', I'll 11 " - � . ", . , - -11, ' '/e,"""", -',., .... . . '� '< - I . I , " . . I I I :� , /-1 " I/-- - ',�'�� - I ''I , , , � , , I . �" � - , - ' , - -� , . - .... I ". I , . . I " . I I -11. I., 11�� , . " , - I -,-.,, "/� '�'- ""-"1:-.-"'z'-". 2-:o� - '111.'- - . " . f I 1;1 I . � I 11 /--/' . 1, ". , '-�' � , 11<1 ... I . -1, I , ..... I 1111.,. // /�111 :: �' I I-,,---. -:11 .' 1/< /-� ", , "Ill , ', 4 '-� �1-11 � , I . '� .... .. /"�""" -I,/ "-�51" ; , I , I ,,, '.' I . I , . - ' , // '. I ; I , I , , I I I I I I I ; - - I � . 11 , , � '. . I . I I I 11 . I I I -- '.� I., " '/1 "'<�"�'.��""'. I 1. ' . I 1� ' ' I ' ' I . I I :- ;' I � '. " "'� '� "", " ", � " , '� "'f","'��' , .. - '1-1, � , I . . I I �� I '- e � I I I I ", " I I I I I � I I I . � . . I I . I " -><11--1" * , I 1-11 "� '� ...... . . ' ' -"""� I 11� "-, - -1-11� ,-/,/ / ." . ", .1 -"'�' • ', ' " -� "',"If ................ . I I I I I I � I . I ' >�" ' ""I -1 �:�� , - I � /�' :�� .. . .... :�"�' ,,,,, " . -'� '� I . '� I - '. . " ....... -11' 1> ", ... Z""-"':�', - "l- -�,' ' ' � " I I--,' ' I 11 , I — ' � ' ' I -, ,,, - I I I - , -, �' '._ z ",, I `�'V`f �' I I ' I - I I " I � .11�" I , -" � • `--""-�' - . . , , - , - , "-/, llr�' - ...... - ' I I � I I I'-- 1-11 I I I e '�- -�� �'.�, --/1 " . ---'�"- "I' ;K- �' X , , . , ".�� ""I -" 11-1. <"�" I-,--- `'I+^,"'.,,• -/ " " z -- 11, I , " / I I ....... . , "I,/, - I . , 17-- , ""''// T ':1 " ,": : "". , �'/ "I", , 1< N 1� .', ' �-----' - '' - ' , "': - �-. " '� , l-'/ / - --- " //'�'//0" ." "., 6� . . .. . . .. . . .... � ...... > , 11�1'1�� � I - - � � I . ...... < ,,,,.- " ..-- -- K-� " ", I '11�' , - I I --'�' I . � , /1�1'1-1 , , .1, '��" /�" / . I 1. - ", '/-/ --,-,-' ""', I -, ....... "- "'�- '11,. I. 1. '1-1�1 . I " I I �' , -`�`-';��.-- / ;"" '� ��". /'/'� . ...... "',, ,' --:�;' -;C-1) I , , 'f, , . � / /11/ 1>11 . -11-11, , �'� . , " . ,'� Z*. 17, .. . ..... ""."�'. . I ' " /1-11�' - , '�� ., � , 1, ;' � , . I., 1, I , ..'� , '/ "�� '; ....... /;/ ., - 3 , � I I .. - . ' ' . :'� -�' - " I 11 I -'/�' I ' -11 '/ '. / ---,,, -1�-/ -/" � ", , . I " , </" < "'5.�' � . I /-111'� I" . I I I I -1/1 '/1 w X/ , '/� ',� " � ' -', . I I '-�" - 1-1."�' .' "'i�;' .v.', --:�' - ' ;;'-",' -/ "', -,/' " " , , /��' ". - " , I . ""', "", � ,,, .1 , �� ./,/,/ I � � I � / I I " - I >In ----- I ---1 - '/ � " � , -�"� - 1, '11� ., . , - I 11 - - 1, -"�' 1. E::�� 1:,11'1',,1 , , t;!> �<',"'./ '. , ..�P - " ... , "" I � I . '� " *. I , 11 " I ,,, '/�� '-'�� �' , , .-'1'11'1 I . I I I '� I ' ' ' - I . , ... � ."! - " - I I I , . -,-.-"", , ,:-,,,, � - . , ---1 , 11-l" I - - I I I �', 1/1 I - ""'� . I , "� "/ . , , �� �� /� � , � ,.-Ill . I , 1, "Ill— ", I ... I ' --"' . , I .: . . I . 1. I . . 1. I ; I - I /� �`><' 11 -��' , ";p ./' -" '-- � ...... .. . -�.'� - , , ". ." � " - 'I-," I ' ' X , -1111-1-1-:- '11�� `�,'.':: ..... -`>'�'- /-- ;-/ ,,, -- .I,,,- " ' ' - - >"- " • "", --- 11-1,11 �1-111 . - -1-11 - , ,/,;;<, --" , - " �'/ �'- � �� ..... . � ...... 11 ...... � ,/-"' "I. '�/' I I - '. I ��: "C " 111.' " " "Z' ZZ "I", , - / 11 - �' ';1 -'."�' -111, I I . I I . I I -/ -- -1 - - , I '/� / I I .' '1�1� < ' ,,--,,,,, - -/. ' , - -, � I I I � 1: I . '_ "', ., "I, - I I I ';-"� I . I , I -,, "'�-' - ' 11 I > I/ /�" I , . N ... , , I , , ; ".1 - RULF, �"� -t-- :�l , 1, - .. .... /' > "'_�� "I I 1, I � 11 .� . . ...... ,' /"- .,,- .,-: - , , , , - � "' .'- 1, I 11 ><.. "//111 I I , z - / 5� I., ... , I.,. � I-- . , ;` '/�' - , '- -" �� " ", ." , -, `''. /;P1, -" -, ... �' " /I ... �' .1,' " - ,,' . ,", .'. " ." . I -- -- 11 -, ,' �-'-. 11 . I . `111`�-" - " I i .1 I �' � , ,/,-! . ....... . ... , . ':1 / I - I -'X11". 11.11, , I I ' I I I , '/ S, �'�11�1`1- <;'��-" I ��-�- /,- , 11-�' ? I ' ' I I I ". ' - -11 - I �' ". , , ." , �- , -, � /-11 I .1 I , , , /-11 ';�' 1-1, - " , <w '.�/ -� �' I < ....... . ...... � . � � I I . . , - -1 ... ."""�< , � ;' . , , " . 'v / ' - ' 5� . , � . I , ., //,/ ,/--- I I � 11 , , I J" ' . "' , �� , . '.. I I - . "."� I I/ > ,;>".I- , I I 1, . I . I I � I ",- I , " ' . I "' " . /�" -I' 1-1 ,. - I "I ... , I , . ". I I ' � - " I I I - - , ." / ". I - , �' � , -, I I I . . . . . I . , I , " I : ' ' " � � '�/' , 3;r - . /I /I /I/ I/ , I . --'�'�" � � . 1. I , -'1111. � I � , "..' . , I � ' )".- - ' I I : : ,,,,, �/" , / '.� ... . - '. � 11 . , , '� / -I' I 1� I" �' /�" I'll - �%"-' - - �'- , I , ><- (;Izz> , , ' " "I - , I '.' - / .' , , , , , I �/ ./-�' ><>'-� '�/; 1111;:';C)1- , "", ... I ..... � .... .. /'. , '-, �'--" . . I I � I . I I 11 "- , -'��/-/� ."," I ,,,,, ". - '"",-, I I I , , �"' /�' /�0�1�<" -"""'��' _ -1 "I , '4-', , /11 � 11 'X/ ,"', �, ""�"' ,,, , I I , .1 I . I ''I I � I �. - � , I I , I , � 1� " I , I., I ". "'/ '�� -� " -111' -<�Cb -7�<'��' 11 I 11 I I. "'�� '�/"-- I 1�1' - '�. 1-11, • " /I " I ' -';-�--"' >/ ........... . � 1 7-/ " "' X/y�' . " I . , � , I I -Z� , " 4�1 '� .... ... . . I ".: . �' , 11 � I - '��"" , , . � . . , '/ � " -',� �� . , . I I '' , -11 . �?< � ;�'/ ... - . I � I "', ---" �/""'-' "I" I " , I I . I '-�-- I I I I I � I - . I � • .11',� /",/ ".�' "-I-.--,.-, " I I -11 I I - I I � I ' 11 'I%--,-,. I � I I "� , , , I . ' '�' , ��"-� �y ' 'I,- I I '�-, I '� �' 1/1 I I '/�/ -��" � . I 11 ; I �" I I � - '/ ' , '� � � >-,/ z -�'�". - I' � I .1 I "I" , J - ..... ' `-<.I " '- . ' '.- , , 0- ; ---, " -1-11�1 ,,,, , --. " -'� - — , "-- 9 "�--1:5� .1>1� "'� 5'� . ...... .." -->c 11 ..... �- " - 'k - , - : "I �" .", ,1'4' ,/ ""/ >� ---- I/ -"�'- " " '„ I ...... -1111 / " .�'� " -� *11 11V -> - .-CEE!�*' -11 "r- --I- '-S�-- -"'�' . � , V ". , 1�11 I '�� � . I . I /1' Ix "", ".' `� 11 "�-�" I ". ' I/ 1/11, - I " I "." /I I -lu I I . 1-11, -. - 11 "� 1. I , �' -." � � �� ;!1111 -/-1- 'I I I I � I ee� !�;'_' /"� 1;111 . " , I" > -, ' ' � -1, - I I , -/1 ,//' �" I .� I 1, 1/-< --51;� ' -"-�'t �." 1.11 1". .'� ":-? i - ' - "--�" --- ,-. . "","----- .,:---- � , � " - " v .�Z- , , - , K1 � �;' <"�-'-' . ,I ;'� I � I . -1 ---� ......... 11-11 . 1-C-'-"-!t .. .... �'-�l -, '�-- -, -1111" " I : - I .11 ' - "I ; "��' ---1 ....... . 1. "�/X-1., 1. '/"�'� "'..' -", - . � '..", . ' � � A;�" - 11 � : --�-- I'll - " .-I'. , ' ' � ' . �" I 111;"-.--.- "11--.-- --P---1. f-1, . "I . . ,;;,,, "" '4 " 1, -15�--11 - I � .... . . '-�7 '�' ��-."---. '1--1 , -'��'--'--' - 'Z' -"�� i . � I I I , / , I , - , . . ....... . " 'I , I , , I � I ", '< ." , . . , 1, .' .. ." � . � ' 11 1�1'.'-;// " " " " " //" � /I '�-' - - " !, . ', "I"', . - , "', . , ,I � . , I � I I �. '' --'--"." " 11 I., -, , ->� " --�'."'> ',"!� , I " , � / I "�' `-"""'---'._' - , , I ",-'' - , - ;' I " :�""�< 1 '�."';'4 . " , I I ,- I-,' � I . I , :� '� '/1 . ; 'r ......... . . . �-- I I I � ; I , I I , - <"<�� -" I � : I . ; I I I I �� I , I , - "-, , , , --'� ' '>< .-"",", , "11 f , '. '11-1'�. , I I I I - I I : , 1/1�/ -/I',- .1. I -'I.-=', 'N�` � I �" ' I , .1�1 - I I . . ,,� I'-, . �; '. . , , I I I ' I , , , .1 t � - , , 11 o , , . , , , ' . - � ",--/ / "�' . ---,- .'. ............ . ... I ...... c?k� - . 7 ',.�" � ' ,,,,"-"-" -, , -� .�",'.-."' I "',<.1 - I , N, S -�""'�"" " '�� �" ­1-11.1�11 � I "", f I . ",?-;', .' , , , , 11 , ,- .�� .... --�"-> , � . ­ I , . I I :. , . - - , � I I . ' ' ' , I . I �N .;� �-."- /I . I � " C, , , , I ""' X 11/< I . � � " ' 1, � ' ,/-/ I./, �� .'�- "" -, �///-//'� "I - "-I-. I "� v .." 1-111� �� . . '11� . ��. ' 1'111"-'-'---', 1 ;'5e' , , .,.,-,-,. � " " ' 11 ' .' I "// - -- I ",- �'� '/' ",/,/ "-, . I , I I . I I I -- 'z � -� .1 I " I " ' - , � , . >s' ' --- 0. .'%'�" ""< . -':�:' ><� I I � -' I . I '-, - , C ... 7 - � ,-"/ , '­1 I - "�� ..;�� , . "�' ..- , -1 I � I ,,, '�/ I "" N �� // -- -"-..,-- ....... 1, "�' 'K ---� -- -�� "1";" - " , I " " , /111 .1 I .. -�" � � / -//' : -� -4 /1" /111 ,,, ,;r . ;�' / , . . ....... :'�'- .... �.'. ' I 11"11" . " , , I I " , . I � I I -.1-1 � I � , "/"� '1-1� �' -'% •I � )%. . - - Xl,' " ", , �"�/ -- '--�' ��,,'.;'/' 11�11 � , - - / -"' I , , '> -,--,,-.,-,--,..,. N " ---- ./- , . I - , ,� " ", < � �N-.-' , , , , , lllcl� " - , , , , - 1, "' I I ' - ' " '' I I �' I -- 1-1, ..... Z:..�) '. z "� .... I , . I "I" ---" --.--I- ....... � ....... , I , "�M; . . ..... ""� , , . I I '� "'. , " " , �:- '.' "' 1// , '* '� .. .... I ' 11`11':° I , "-", "-� ,-,>-.-- , , �'� " / ( xx -_ -- I I I .' I . ....... .. .. - '.""'�'_ ... . " 1. ;,p "/" ,/-, �1-1 I ' . I I I ,;./, . . I � 1� I '11�1' ,,- , '�� '-;�'-"' "`--::�k .... 1-1 /I/ ' " 11.1 , 11� '-�--- .1, � - , I "Al � . I .' ' - .11 --"� "", " .;/,--,,,, .... ;�' . ...... I ' "I., . '� I "� " 1/1 '�//' '-�' "4.'� /,/I /-"/, -"�- ' ' """"""f'--- ," -, ... ... -, . , , I I I 1111�1 " / .,/ ",:,k '/ 1, �'. - �' 1-11, /"-;� '1-11 ...... �� .. . ......... ,,- �/- - - "", --"�-/' -/ I , 'L�l � ;/ '/ , ./>, .1-1 11 ' '� ", I � ' � '.� , , , , . "�� I � I ' '�/' /-, "- .X�'- " /--1 ' V, " '// '--1 � � " " --.� 'IX ---- -411- I--,-.-,,.,, , " 1---' , I I I ' ""�'/ 11 / " /1,11 - "I' , 1, I ,,,,, . . , - ' -;�) " / ♦ 1-11 ", '/ , " , ,.-" "� '��' /�"'. ./,- ...... . ��""'--, , k" I" . "I----, . - " ✓ ' , ., ,,, "�"�"' I 1>e .",/, '/-'/ "--,, ...... . :I- , '%� .1 11., -11" " I . I , � / : '.':�� I I 1.11 '-1 "", / - ,'//' -./' ' " .,-/ "' I -� �� ' "" 1/1 '�---"' I I -< ' ....... < /' 11�' '�'I"��"e ' .... . ..... � , . - '-,'-.-,'�w-"" I", /111 --,-,", I � ; � 'I, 11� I,/ 1/1, '11- - '� "� ,/--, .,<, '5�'." � "I I I "', 1-11, 1-11, 1-/ ,,,,, 1, ....... �11 - " ..... 11 -11 -"'�, '."", '/ . I .�/ '4----1/ I -----,"-'��--� '-�" - , '- ... > '/ '/ . ..... 11: , . . . , 11�� "".--, I ♦5' " � � ... �' "'��" 11 1� .�" ..... ..... .. "' , .. . %",. 1----.. '--" 11 ".N., "�kll ..... . I'll "" . . .... 11�/ 11 I ".'<" .. .......... I "' ' , /"�' "" " x I/ ......... ..... ��"' , I . 11, � . ;-" , . - . . I • '-`�- "- . ...... / - � - I , '- ' ' " ; � "I"' ';��/ /I" -".1."11-11., "", I I I'll, , �/ �' . -,� , I'll, - ."'71k'. ..-"-" I 1/1-1 "151 /'-" --' ,,-.,-,/ ." .- X�� '.1" , , ."."'� '� .' , '� I ;> /� , %- , . �- � '� ----, I I I'll- ,:n' =:;•,. --, I , ..' ..... "I-",-/, �'.""" I . I - /- I ....... .'-1111 - - I --/ .' I -�- ;��'.�%e'�Z--- I \ ... ;�'/'------'-1 .. .... 11 - . ....... ��,?'�' �'//' //'/ " I-- . : ,/-// /�� -1 "�"�� , ­ / "� � , , , � , / . .,- � „, - - ”, 411 ", , , ", , ." , , ' � I,--,' " " ; I - 5 - -�� I 1-1/ /� , .' -- I ' " /- I ", -, —1111, y,,',/',' � ' -- --// - >--." - "I -'---' I /, 1' 1':,,,7 -, �"" zle."", .' --" I , N /� I 11� I I I- I 11�zl ", "I,-/, , ,---- "'�-"", " . � �-z " -/ //� '�--`1'1111 " .... �� , -111, ��-"' 11�111' 1z -""/ zl� � ", �" �;. I -­�' -11 , ,;; , , .' "', -." ----, , I '��- , -,,r 7 /;" - ` "' - '-`-` ';"'�-' '� � R/ . . ... ... .... � 6/ i I ....... I -, , �/ '- "', , , , s '<-, . (:::?�<�' , C�O!Z�'<�' '- . <-� . ......... .... .,,,%w 17, ... I-I�.-I.,� "''�10I "I-,-,-- ..... �' " I',,-,,, - -- - .!> , �X'�'� 4-E.-�1 '- - , ..... . I 11-'�-' ,,,,, 11, N-1 "I ..... ". 1ro1' * 1. � 11 ----- ", I .11,:.' , ........... . ; , ... --� 11 " ,�. ' 11;1.""'-� ." .IN-11 ," "� , '�'- - '� - . ,. ---;, "" "11- "" 11 >- - ,,,,, I---."."- ". -'� --- I " ." "" , .,-,-" '/ . .. ... . z - - -.-'�.'7 .""�--"-' '...." . - I ... - " 1111.1..� " -, , "'.", .'� "/'�� '� " - '->"�" '/ 1. /-�"..-' " � "I '."� ............. "-� "'1----- 11 ', .1 ". - , " ,,, �.' , .' . X<"",%" I., ', I ,,, ` - " � "". . ..... - -."-'-.' .1, >/-' �, I "� �' '�' , �"�'�.'.' , -"' " '- I- "� -, ""/ ". . �'-' " "I, , " - " .", , -- 1, -1"> , -..,, N ..' ' I ...... �V � " ", ... 11-l" .. �"� , .: ........ . I 11� '� I l' --l'--�'111", ... 111. 11 1, 1, 11 ./"., , , I. , , , , --.1 - I ... , . .1 .... ./'/'-;�' , " N�""- I- 11, 1, , .� I "I < K;::-�) ..... I "I ....... '-,- --.' "I- ... . , ' " .' . - . . .. 11-- . /V "...". . ,. ... . ." ... . . � . .... ,.". ... , - - , -/�- ' ' I" � -� "I ..... I/ ", � 'o �"'- I,",, . , � -, �13 11 ' I "I I,, "I"' /I /-11" I " " " ..... / ". , " " '11-/1 11 ". . . ........ . 11 "I,.,--., "/, .""1-1<1-1�*?' ", > �" I /' - T,A--, '-�' . ',,'.,',: ......... .... �. / /"/- , , C.'-'� . ...... . ,-, ,'- " ��;> -I,-,- - ", 11 ��t'--'X-"'-- ",' "11-- - ' �' `- "" - '-��/��-/' -< " � 7, . ,.,. .11 ' -< ;' I �;. I ' I I �111-"'-"S—' - 5"�"-"�- "'11--- ...... '� " �:Z- I / - x ` - / "'� / 1>51'10-- -' 11/�-"'� �// ' � zt*4 - -'---"'.�/,' 1%, .. ..... "// 1/111"" , 1�11 .111/='k (c) 1998 Rossetti Associates Architects IProject Amtrak Isometric Sanitary Riser Diagram Date . Station - - CAD File dwq 601 Truxtun Bakersfield, CA 1919 Santa Monica Blvd, Suite 300 Santa Monica, CA 90404 310.828.6876 fax 310.828.6885 tel — . ,,, - , I � I � � , .. v , I E & W.! - Uf " ' 0, * I . ' � : - .. I . . # � � ' , - I . . . '. . 1p J C. . 'I . .,'� - � I . .9, � I , I �' � .�A . UJ � . � I � � ' ,j 41. -�4'A,14. 21 � I I ei" " � , . Sheet Title — Isometric Sanitary Riser Diagram Date Scale N /A - - CAD File dwq — P4.00 I --CM-)si — - -- — — — - — — --- — -- --- -- — — - - --- --- - - — --- 5 - 2ND BID SUBMITTAL 6/22/99 4 BID SUBMITTAL 03/15/99 3 ISSUED FOR PLANCHECK 03/08/99 2 PROGRESS PRINT 02/15/99 1 100% DESIGNED DEVELOPMENT SET 12/21/98 , No. I Description Date I � w -- -�""'r�"""" M , - , '- '- I ... I � ' - GOTAMA, INC. 11 111. ' Bu"xg Syarm (�=, w/r.w r., 11-1 I Yl�" 11 - I � �' I I I 1 13160 Mindanao Way Marina del Rey, CA 90292 310-827-3332 FAX 310-822-5511 — . ,,, - , I � I � � , .. v , I E & W.! - Uf " ' 0, * I . ' � : - .. I . . # � � ' , - I . . . '. . 1p J C. . 'I . .,'� - � I . .9, � I , I �' � .�A . UJ � . � I � � ' ,j 41. -�4'A,14. 21 � I I ei" " � , . Sheet Title — Isometric Sanitary Riser Diagram Date Scale N /A Project Number 98102 CAD File dwq — Sheet Number P4.00 I --CM-)si 1919 Santa Monica Blvd, Suite 300 Santa Monica, CA 90404 310.828.6876 fax 310.828.6885 tel Project Amtrak Station 601 Truxtun Bakersfield, CA Marina del Rey, CA 90292 310 - 827 -3332 FAX 310 -822 -5511 Sheet Title Ground Level Floor Plan Date Scale 1 8 " =1' -0" Project Number CAD File 98102 dw Sheet Number i 13160 Mindanao Way 5 2ND BID SUBMITTAL 6/22/99 4 BID SUBMITTAL 03/15/99 3 ISSUED FOR PLANCHECK 03/08/99 2 PROGRESS PRINT 02/15/99 1 100% DESIGNED DEVELOPMENT SET 12/21/98 No. Description Date Marina del Rey, CA 90292 310 - 827 -3332 FAX 310 -822 -5511 Sheet Title Ground Level Floor Plan Date Scale 1 8 " =1' -0" Project Number CAD File 98102 dw Sheet Number i 13160 Mindanao Way Marina del Rey, CA 90292 310 - 827 -3332 FAX 310 -822 -5511 Sheet Title Ground Level Floor Plan Date Scale 1 8 " =1' -0" Project Number CAD File 98102 dw Sheet Number P4.01 kG) IJ'O rwaacui nQQU—u- URINAL & LAVATORY PLUMBING CHASE DETAIL HANGER PLATE CARRIERS ARM LAVATORY CARRIERS �- 4 11 —{-4� 5 1/2 10'- ' /2� �1/2 1/21 -511-1/2 3 I 2 1/2 0: r-( URINAL CONCEALED 6 1 2 1/2 711/2 3 1/2 1/2 0 0. 2 1/2 0 0 URINAL WITH CLEARANCE FOR WASTE PIPE CONCEALED WITH CLEARANCE FOR WASTE PIPE WATER CLOSET PLUMBING CHASE DETAIL HORIZONTAL ADJUSTABLE CARRIERS VERTICAL ADJUSTABLE CARRIERS �- 4 11 —{-4� 5 1/2 10'- I I 115 1/2 Station O' :0 0: AR 0: r-( U DOUBLE IN METAL STUD WALL I F U w '11 DOUBLE IN METAL STUD WALL .13 1/2. I5 1/2 I I 8 �—{-5 1/2 0: 0 0. :0 0 0 0 0 0 :0 U U 0 UUU SINGLE IN METAL STUD WALL SINGLE IN METAL STUD WALL BACK FLOW PREVENTER DETAIL 18" MIN. COLD WATER (BUILDING SUPPLY) v SHUT OFF VALVE (TYPICAL) ( — 2 1/2" RP DEVICE UNION (TYPICAL) COLD WATER (FROM METER) ELI =CTRIC WATER HEATER DETAIL THERMOMETER --,-,-` UNION (TYP.)—,,,-,. P & T VALVE PIPE TO FLOOR---' SINK INDEPENDENTLY MIXING VALVE TMV 1 1 /4" Tw -"N-1 1 /4" SIESMIC BRACING EXPANSION TANK (5 GAL. CAP.) SEISMIC BRACING DRAIN PAN 3/4" PLYWOOD PLATFORM STEEL BRACKET WITH BRACE GRINNELL FIG 194 NOTES: 1. PROVIDE REMOTE TYPE THERMOMETERS IF MOUNTED HIGHER THAN 6 FT. ABOVE FLOOR. DETAIL OF FLASHING FITTING FOR PIPES THROUGH ROOF r— FLASHING FITTING 0 w o_ 0 w o! SMITH FIG. 1750 (49' TO 661) a r 10" MIN. DETAIL OF ROOF DRAIN INSULATION GRAVEL 7 PIPE OUTLET SAME AS OTHER ROOF FLASHING CAULKED JOINT SMITH FIG. 1740 (4 TO 10 ") FLASHING ROOF FLASHING RING AND GRAVEL STOP BUILT —UP MEMBRANE -7 ' a .e' a e e e a a e e e e SLAB FLASHING EXTENSION (c) 1998 Rossetti Associates Architects Project Amtrak 2ND BID SUBMITTAL 6/22/99 4 Station 03/15/99 3 ISSUED FOR PLANCHECK 601 Truxtun Bakersfield, CA 1919 Santa Monica Blvd, Suite 300 Santa Monica, CA 90404 310.828.6876 fax 310.828.6885 tel 5 2ND BID SUBMITTAL 6/22/99 4 BID SUBMITTAL 03/15/99 3 ISSUED FOR PLANCHECK 03/08/99 2 PROGRESS PRINT 02/15/99 1 100% DESIGNED DEVELOPMENT SET 12/21/98 No. Description Date y s " S)ww Call: Idwi s y 13160 Mindanao Way Marina del Rey, CA 90292 310 - 827 -3332 FAX 310 - 822 -5511 £-S.S10 2x841 :r 'Il�k.l1 r 0. Sheet Title DETAILS Date Scale N A Project Number CAD File 98102 dw Sheet Number P5 00 6