C-TRAN MAINTENANCE BUILDING EXPANSION / SOUTH LOT IMPROVEMENTS

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N HJ 5 C.DEFG B 5 7.B. 0. NOTES:. REFERENCE 5/S.

5 6 7 8 9 ' - 0" 5' - 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" C 0 0. 0. 0.5 0.6 0.

$0 6/8/05 0:0: M B:\dms0790\C-Tran - Maintenance Facility _ Structural.$

1 N HJ 5 C.DEFG B 5 7.B. 0. NOTES:. REFERENCE 5/S. FOR SITE LIGHT POLE S COORDINTE LOCTIONS WITH ELECTRICL SITE LIGHTING PLNS ' - 0" 5' - 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" C ' - 0' - " 0' - " 0' - 0" 0' - 0" 0' - 0" ' - 0" 0.8 B.5.8 5' - 60' - 0" 65' - 0" B 5' -.0 6/8/05 0:0: M B:\dms0790\C-Tran - Maintenance Facility _ Structural.rvt 06/08/05 DDENDUM 5 06/0/05 DDENDUM 0/09/05 IFP ISSUE FOR PERMIT REVS. 0//05 00% SUBMITTL S. S. T FLOOR T ROOF 0.9 OVERLL STRUCTURL FLOOR PLN S. / = '-0" 0/8/5 0/8/5 0/8/5 0/8/5 S. OVERLL STRUCTURL FLOOR PLN / = '-0" DRWING S.

2 N HJ 5 C.DEFG B 5 7.B. 0. C 0.9 POST LIFT RUNNING REPIR NRV 0' BUS BY 8 BY 9 5' - 0' - 0" (7) PLCS PIT BY PM 0' BUS BY 7 FLT BY 0' BUS BY 6 0' - 0" (FIELD VERIFY) TIRE LIFT BY 0' BUS BY 5 TIRE LIFT BY 0' BUS BY B 60' - 0" 65' - 0" ' - +/- TO E.O. 8'-0" WIDE x (E) PNEL (F.V.) 5'-0" TLL R.O. S5. S. WEST EDGE OF (N) ROUGH OPENING. REF. NOTE 8. ' - " 0' - 5 /" ' - 9 /" (FIELD VERIFY) ' - ' - 0" ' - 0" ' - 0" ' - 0" 6 S. CL (E) DOOR OPNG & (N) PIT ' - " NEW SUSPENDED ROOF-SUPPORTED UIPMENT. S.0 CL SPOTTING DISH & UIPMENT POST NEW SUSPENDED ROOF- SUPPORTED UIPMENT. REFERENCE (N) PIT INFORMTION BETWEEN GRIDS & 5 REMOVE (E) NON-STRUCTURL CMU WLL UP TO (E) STRUCTURE T SIDE JMBS & HEDER 5' - " " 0 S.0 5' - " (F.V.) (E) IN-FLOOR UIPMENT TO REMIN NEW PRTIL HEIGHT 8 CMU WLL 0' - 5 /" CL SPOTTING DISH & UIPMENT POST BOVE T S.5 MEZZ. LEVEL ' - " NEW THICK SLB " o.c. E. WY /" FROM TOP OF SLB BCKFILL NEW PIT WLLS WITH COMPCTED STRUCTURL FILL REMOVE EXISTING S.O.G. ND EXCVTE TO DEPTH RUIRED TO FIT EXISTING RELOCTED UIPMENT ' - ' - 0" ' - 0" ' - 0" ' - 0" RELOCTE EXISTING POST SCISSOR LIFT (#) FROM TIRE BYS TO FORMER PINT BOOTH BY CL (E) DOOR OPNG & (N) PIT SIM () PLCS 5 S. S. ' - 0" ' - " CUT (E) SLB FOR '-0" MIN WIDTH x '-9" MIN DEPTH TRENCH FOR (0) "Ø CONDUITS TO NEW ELECTRICL ROOM. REPLCE S.O.G. S RUIRED. S. SIM () PLCS S. WHEEL SPOTTING DISH, E. SIDE, SIM () PLCS -'-0" LEVEL T FIXED POST RELOCTE EXISTING POST SCISSOR LIFT (#) FROM TIRE BYS TO FORMER SKY LIFT BY NEW GLV Lxx/ w/ /"Ø x / HD'D " o.c. ND PL /8x / NOSING x CONT. LL ROUND PIT, REF. /S. NEW 9" THICK S.O.G. w/ 0" o.c. E. WY T CLR FROM BOTT OF SLB, REF. NOTE THICK CONCRETE STEM WLL, BETWEEN S.O.G. & PIT SLB -'-0" T PERIMETER OF PIT REMOVE NON-STRUCTURL CMU PRTITION WLL FROM END OF (E) CONCRETE WLL TO 7'-0" FROM (E) CONC. WLL FOR FULL-HEIGHT OF (E) CMU S.0 NEW HSS6xx5/6 STRONG-BCK S. T BOTT. OF WLL, S. T TOP OF WLL ' - /" S5. 7'-0" R.O. x FULL HT. MTCH REINF. & CONNECTIONS T DJCENT WLL S. T (E) PITS BETW. GRIDS 7 & 9 CONVERT THE EXISTING TIRE BY/SHOP ND TIRE MEZZNINE SPCES INTO EXPNSION FOR PRTS STORGE INFILL TWO EXISTING PITS WITH COMPCTED STRUCTURL FILL ND PROVIDE NEW THICK CONCRETE S.O.G. w/ " o.c. E. WY T TOP & BOTTOM OF SLB NOTES: PROVIDE # x '- " o.c. w/ EPOXY DHESIVE ROUND PERIMETER OF EXISTING PIT EDGES. X'-X" INDICTES ELEVTION OF TOP OF CONCRETE SLB ON GRDE. 0'-0" ELEVTION = 9'- DTUM ELEVTION OF EXISTING BUILDING CONSTRUCTION.. CONTRCTOR SHLL FIELD VERIFY LL EXISTING ELEVTIONS & DIMENSIONS.. (E) INDICTES EXISTING STRUCTURE.. DEPTH OF -POST PIT SHLL BE NOMINL PIT DEPTH. HOLD 6 INCH WIDE RE OUND THE PERIMETER TO ½ INCHES MINIMUM TO ¼" MXIMUM MESURED OFF NOSING NGLE ELEVTION. PITCH ND SLOPE THE S.O.G. / PER FOOT TO THE SUMPS T ECH. END OF THE PIT. 5. INDICTES STEP IN SLB ON GRDE. 6. INDICTES CHNGE IN SLOPE OF SLB. 7. INDICTES NEW CMU PRTITION (NON-STRUCTURL WLLS). REFERENCE WLL ELEVTIONS FOR INFORMTION, UNLESS NOTED OTHERWISE. 8. DO NOT OVER CUT NEW OPENING THRU EXISTING PRECST PNEL. 9. T NEW SUSPENDED UIPMENT RCKS, TTCH TO EXISTING STRUCTURE PER 7/S5.. 6/8/05 9:5:05 M B:\dms0790\C-Tran - Maintenance Facility _ Structural.rvt 06/08/05 DDENDUM 5 06/0/05 DDENDUM 0/09/05 IFP ISSUE FOR PERMIT REVS. 0//05 00% SUBMITTL BY REPIR 0' BUS RUNNING POST LIFT NEW SUSPENDED ROOF- SUPPORTED UIPMENT. S. ' - /" MX. BY 0' BUS PM PIT BY STRUCTURL FLOOR PLN T EXISTING BUILDING / = '-0" BY 0' BUS FLT BY /8/5 /8/5 /8/5 /8/5 STRUCTURL FLOOR PLN T EXISTING BUILDING s indicated DRWING S.

3 HJ 5 C.DEFG B 5 7.B. 0. UP TO ' - 0" '-0" TO ' - 0" PRECST PNEL BY WLL SUPPLIER NON-SHRINK GROUT S R'D FOR FULL BERING EXTERIOR CONC. PVEMENT, REF. CIVIL INSERT BY PRECST SUPPLIER TO MTCH DOWEL SPCING # DOWEL TO INSERT IN " o.c. UNO S.O.G., o.c. TYP WLL BRS IN SMLL SECTION REINFORCING ' - ' - 0" ' - 0" BSE PLTE TYPE SIZE DETIL '-x'- " /S5. B 0"x'- " /S5. C '-x'- " /S5. KEYED (T SLB MID-DEPTH) PINT w/ CURING COMPOUND S BOND BREKER BEFORE PLCEING SECOND SLB T/0 (/" MIN) T/ /" T / x /" FORMED. FILL w/ EPOXY FILLER CONTROL S TO BE 0'-0" o.c. MX. E. DIRECTION. CUT LTERNTE BRS T S. ' - MIN. 6'-0" MX. FOR " GROUT. ' - ". 9" /" 9" o.c. E. WY T E. FCE (w/ STD HOOK T END TO FTG) SEPRTE CORNER BRS OPRIONL '- CORNER DETILS 5 TYPICL WLL DETIL - DOUBLE LYER REINF. SEPRTE CORNER BRS OPRIONL '- BOVE DETILS PPLY IN BOTH HORIZ & VERT DIRECTIONS HSS COLUMN, THICKENED EDGE BELOW BSE PLTE. SIZE VRIES. REF. V:H / SW CUT (SW SME DY S POUR) FILL w/ EPOXY FILLER CONSTRUCTION / T/ /" VPOR BRRIER, REF. SPECS " LYER OF IMPORTED GRNULR MTERIL PPROVED & COMPCTED PER GEOTECH R'MTS FOR TYPE C FTG (TYPE T SIM) 8 TYPICL WLL DETIL T TYPE C FOOTING S.0 " = '-0" S.0 " = '-0" UP TO ' - 0" '-0" TO ' - 0" UNDISTURBED SOIL (OR STRUCTURL FILL, COMPCTED S RUIRED BY GEOTECHNICL ENGINEER) SW CUT CONTROL TYPICL SLB ON GRDE S VPOR BRRIER, REF. RCH. S.0 NO 6/8/05 0:6:57 M B:\dms0790\C-Tran - Maintenance Facility _ Structural.rvt /" CURB x " LONG PER PLN. PROVIDE /" ISOLTION MTERIL E. END BETW. SLB/CURB & PRECST PNEL FOOTING & STEM WLL, '-0" 0'-0" 06/08/05 DDENDUM 5 06/0/05 DDENDUM 0//05 00% SUBMITTL GRID 5" ' - 0" 9 CURB T SEISMIC S.0 " = '-0" EMBED Hef = /" 0/09/05 IFP ISSUE FOR PERMIT REVS... # x LONG () o.c. PROVIDE CP BLOCK S.O.G. CONT. BOND BEM PER S0. T TOP & BOTTOM OF WLL ND T " o.c. MX. VERTICLLY # x " o.c. MX. w/ SIMPSON SET-XP T (E) S.O.G. NEW CMU WLL (RUNNING BOND) GROUTED T CELLS w/ REINFORCEMENT. DOWELS TO EXISTING COLUMNS OR EXISTING DJCENT WLLS NOT RUIRED. REF. 5/S. FOR DETIL T CORNER. REF. S0. FOR DD'L INFO. (E) 7 S.O.G. 0 DETIL T PRTIL HEIGHT CMU WLL S.0 " = '-0" o.c. SEPRTE CORNER BRS OPRIONL NON-SHRINK GROUT S R'D FOR FULL BERING " '- S.0 ' - MIN. BRS IN SMLL SECTION LTERNTE HOOKS ' - ' - 0" " GROUT BOVE DETILS PPLY IN BOTH HORIZ & VERT DIRECTIONS 9" /" CORNER DETILS 6 WLL DETIL-SINGLE LYER REINF. S.0 " = '-0" ' - ' - " 7 TYPICL WLL DETIL T TYPE B FOOTING " = '-0" ' - SEPRTE CORNER BRS OPRIONL RECESS & HOLDOWN CONN BY PRECST DOWELS TO INSERTS IN PNELS BEYOND RECESS PER 8/S.0 S.O.G., GLV. EMBED PL x8x STM 57 GR 50 w/ () #7 o.c. TYPE B FTG, WLL REINFORCING '- /8/5 /8/5 /8/5 /8/5 "H" FOOTING SLB ON GRDE CONTROL TYPICL SLB BLOCKOUT T COLUMN S.0 " = '-0" STEEP S POSSIBLE EE-CONC-0 S.0 " = '-0".5H / '-0" MX REF. S0. FOR LP SPLICE FOOTING /" ISOLTED w/ PREMOLDED FILLER TO MTCH BOTT. REINF. REF. S0. FOR LP SPLICE MTCH TRNSV FTG REINF. T.O. FTG ELEV B.O. FTG ELEV FTG LENGTH REF. FOOTING ON PLN FILL w/ CONCRETE REF. ON PLN LONGIT. REINF. () /"Ø F55 GR 6. REF. /S.0 FOR DD'L INFO S.0 () # REF. /S.0 FOR DD'L INFO NO WIDTH REF. FOOTING ON PLN S.0 TRNSV. REINF. CL COLUMN & FOOTING SECTION - MIN. MIN. STEEL COLUMN FOOTING DETIL HSS COLUMN, SLB ON GRDE, CONCRETE DETILS CL COLUMN & FOOTING BSE PL, REF. /S.0 FOR INFO. REF. /S.0 FOR UNDERSLB RUIREMENTS UNDISTURBED SUBGRDE IN CCORDNCE w/ GEOTECH R'UIREMENTS " = '-0" DRWING S.0

4 HJ 5 C.DEFG B 5 7.B. 0. '- S.O.G. ONE-WY CONC SLB CONC. S.O.G., " " o.c. '- # x '- " o.c., GLV. EMBED NGLE PER PLN & 8/S. CONC SLB, REF. /S. CONC. WLLS, REF. /S. FOR REINF. WTERSTOP, SUBGRDE PREP PER /S.0 CONC. STEMWLL, & 6/S.0 () WLL BRS, PER 6/S.0 0 /" " LP PER S0. ' - " # CLOSED 9" o.c. FOR HEIGHT OF WLL WTERSTOP, TUNNEL WLL, REF. /S. LP PER S., /" o.c. ' - LP PER S0., '- " o.c. E. WY SUBGRDE PREP PER /S.0 DOWELS TO MTCH WLL VERTS T TOP & BOTT, " o.c. HORIZ. o.c. VERT, WTERSTOP, CONC. SLB (N) FOOTING, " '- NEW PRECST PNEL BY SUPPLIER DOWEL TO MTCH S.O.G. REINF. " o.c. STD HOOK LP PER S0. ' -.9 INSERT BY PRECST SUPPLIER S.O.G. REINF, 5 /" (F.V.) (E) PRECST TO REMIN # x CONT. (E) FOOTING TO REMIN UNDMGED SUBGRDE PREP. PER /S.0 7 SECTION T PINT BOOTH PIT 5 SECTION T TUNNEL WLL & STEM WLL SECTION T TUNNEL SECTION T NEW FOOTING S. /" = '-0" S. " = '-0" S. /" = '-0" S. " = '-0" '-0" ' - x '- ' - 5 /" PRECST PNEL BY SUPPLIER # DOWEL, REF. /S. CONC. S.O.G. '- " ONE-WY CONC. SLB, REF. /S. # o.c. MX. PRECST BY SUPPLIER " GROUT " o.c. o.c. INSERT BY PNEL SUPPLIER LP PER S0. S. # x '- " o.c. ONE-WY CONC. SLB, REF. /S. 0'-0" SLB ON GRDE LP PER S0. LP PER S0. CMU SHER WLL. REF. GENERL STRUCT. NOTES FOR REINF. DOWELS TO MTCH WLL REINF. LTERNTE DIRECTION OF HOOKS DOWEL TO MTCH SLB REINF. /" ' - GLV. EMBED NGLE PER PLN & 8/S. TUNNEL WLLS. REF. /S. EXHUST PIT. /" MX. " LL SIDES () #6 () #7 BEM B- x ' - 0" ' - 5" TUNNEL SLB ND WLLS NOT SHOWN FOR CLRITY IN DETIL. REF. /S. & 5/S. FOR INFO ONE-WY CONC. SLB. REF. /S. S.O.G. # w/ STD o.c. o.c. MX. REF. /S. S. ' - 0" ' - " " LL SIDES 5 S. ' - 5" BEM B-, REF. /S. BEYOND T JMB /" 6/8/05 9:0:0 M B:\dms0790\C-Tran - Maintenance Facility _ Structural.rvt BOND BEM PER S. FOR FOR SCHED. REINF. PER 8 TYPICL STRUCTURL CMU WLL S. " = '-0" 06/08/05 DDENDUM 5 06/0/05 DDENDUM 0/09/05 IFP ISSUE FOR PERMIT REVS. 0//05 00% SUBMITTL 6 SECTION T TUNNEL & PIT S. /" = '-0" CONC. S.O.G. REF. /S. WTERSTOP, SUBGRDE PREP PER /S.0 ' - 5" /8/5 /8/5 /8/5 /8/5 /" MX. " CLR T TOP & BOTT BEM DETILS S. /" = '-0" () # () # BEM B- x # o.c. MX. DOWELS PER /S. 5" LP SPLICE PER S0. S. CONT. WTERSTOP, DOWEL TO MTCH WLL VERTS " o.c. E. WY SECTION THRU SOUTH WLL /" = '-0" DOWEL TO MTCH SLB BRS CONCRETE DETILS TUNNEL SLB ON GRDE, REF. /S. FOOTING, SUBGRDE PREP PER /S.0 s indicated DRWING S.

5 HJ 5 C.DEFG B 5 7.B. 0. o.c. MX. E. WY (N) # " o.c. w/ SIMPSON SET-XP EPOXY DHESIVE, T LL (E) CUT EDGES FIELD VERIFY (S R'D FOR EXCVTION BSED /" ON MENS & METHODS) (N) S.O.G. EMBED Hef= " (E) S.O.G. /" ISOLTION w/ PREMOLDED FILLER (N) S.O.G., 6 /" (F.V.) FILL w/ NON-SHRINK GROUT (E) S.O.G. 0. CMU WLL BEYOND. /" /" F.V. S.O.G. WHERE EXCVTING BELOW BOTTOM OF EXISTING FOOTING, UNSUPPORTED LENGTH OF FOOTING SHLL NOT EXCEED '-0". (E) FOOTING -'- MX. CONTINUOUS FOOTING, TO T.O. CONDUIT TO CROSS BELOW (E) FOOTING T GRID LINE 0. -'- MX. S STEEP S POSSIBLE. PROVIDE TEMPORRY SHORING IF R'D FOR EXCVTION. (0) "Ø CONDUIT. REF. ELECTRICL SECTION T NEW OPENING S. " = '-0" HNDHOLE S RUIRED UNDISTURBED EXISTING SOIL / FILL ' - MX. COMPCTED GRVEL FILL, GLV. EMBED NGLE PER PLN & 8/S., T LONG PIT EDGES. () # CONT. T TOP 6 SECTION T CONDUIT TRENCH T (E) BLDG. S. " = '-0" # " o.c. () # CONT. T TOP '-" '-" S.O.G. BOLT COVER S R'D ' - " " PROJ. POLE ND BSE PLTE BY SUPPLIER /" NON-SHRINK GROUT LIGHT SNDBLST EXPOSED PORTION OF BSE () NCHOR BOLTS HOT-DIPPED ZINC GLVNIZED w/ LEVELING NUTS. SIZE ND SPCING PER POLE MFR. PER S0. # LPPED CIRCULR o.c. FOR TOP 8'-0" LENGTH OF FOOTING ND " o.c. FOR REMINING LENGTH SECTION T DOOR OPENING S. GRID /" = '-0" ' - 9" /" MX. GP PRECST PNEL BEYOND "x/" GLV. HEVY-DUTY STEEL GRTING TYPE W-5- w/ BERING 5/ o.c. (RTED FOR -TON FORKLIFT) /" /" GLV. L /x /x/6xcont. (LLV) w/ PL /x /xcont w/ /"Øx / HD'D o.c., " WHERE CST-IN MNUFCTURED TRENCH DRIN IS PPROVED FOR USE, CONTRCTOR SHLL COORDINTE LL DIMENSIONS FOR REINFORCEMENT TO FIT S R'D ROUND SUPPLIER'S TRENCH DRIN. S.O.G., CONC. WLL, REF. /S. FOR REINF. /" " o.c. E. WY T E. FCE /" CONC. WLL, REF. /S. FOR REINF. CONC. SLB. REF. /S. ' - 0" 5' - " () # CLOSED 0" o.c. T NCHOR BOLTS ELECTRICL CONDUIT (TYP OF ) ND GROUNDING ROD S R'D, REF. ELECTRICL. () # CONT. STEMWLL, REF. 8/S.0 SECTION T TRENCH DRIN FOOTING, () # CONT. " o.c. '-7 /" /6 - /6 - " o.c. w/ STNDRD HOOK T INTERIOR END '-" S. /" = '-0" '- PL /xø WSHERS w/ NUTS TOP & BOTT, (E) PRECST WLL PNEL 6/8/05 9:9:6 M B:\dms0790\C-Tran - Maintenance Facility _ Structural.rvt WTERSTOP, 06/08/05 DDENDUM 5 06/0/05 DDENDUM 0/09/05 IFP ISSUE FOR PERMIT REVS. 0//05 00% SUBMITTL PRIMRY GRTING PIT COVER BY PINT BOOTH SUPPLIER SECONDRY GRTING BY PINT BOOTH SUPPLIER EXPNSION NCHORS BY PINT BOOTH SUPPLIER Lx (SECONDRY GRTING SUPPORT) BY PINT BOOTH SUPPLIER 7 SECTION T PINT BOOTH PIT S. 8 S. /" = '-0" /" " GLV. Lx /x/xcont. w/ /"Ø HD'D STUDS PER PLN PINT BOOTH SLB EDGE DETIL LONG PIT LENGTH /" = '-0" /8/5 /8/5 /8/5 /8/5 ' - 0" MX. "Ø T 0'-0" TLL POLE 0"Ø T 50'-0" TLL POLE 5 TYPICL 50'-0" TLL LIGHT POLE BSE S. " = '-0" - (8) #7 VERTS. ULLY SPCED ROUND OUTSIDE DIMETER CGE T 0'-0" TLL POLE - () #7 VERTS. ULLY SPCED ROUND " OUTSIDE DIMETER CGE T 50'-0" TLL POLE S. /" ISOLTION w/ PREMOLDED FILLER " = '-0" (N) S.O.G., SUBGRDE PREP PER /S.0 (E) FOOTING NEW SLB T (E) BLDG. CONCRETE DETILS s indicated DRWING S.

[1200mm] 5" [125 mm] 2 3/4" [70mm] [2600mm] [450mm]

[1200mm] 5 [125 mm] 2 3/4 [70mm] [2600mm] [450mm] MIN 9'-10 1/2" [3010mm] 9'- CR 8'-6"MIN [2825mm] 6'-0" 12" S [2550mm] CR [1800mm] ON SIDE PLN "" 8'-8" CR 2 [2600mm] 6'-0" CR [1800mm] 2 FRONT ND RER S [55mm] 8'-6" [2550mm] [55mm] [125 mm] 2 [70mm] 6