HomeMy WebLinkAbout1998-civil planP a
L. F
Y
Drawing Index
Al Site Plan; Code/Zoning Data; Drawing Index
A2 Overall Floor Plans at 3/64" = 1'-0"; Fire -Rated Construction
A3 First Floor Plan - South at 1/8" = 1'-0"
A4 First Floor Plan - North at 1/8" = V-0"
A5 Second Floor Plan - South at 1/8" = 1'-0"
A6 Second Floor Plan - North at 1/8" = 1'-0"
A7 Roof Plan at 1/16" = 1'-0"; Details
A8 Elevations at 3/32 = 1'-0"
A9 Enlarged Elevations; Precast Panel Types; Exterior Window Types
A10 Wail Sections; Details
All Wall Sections; Details
Al2 Wall Sections; Details
A13 Wall Sections; Details
A14 Test Flue< Tower Wall Sections
A15 Test Flue' Tower Enlarged Floor Plans; Details
A16 Enlarged Floor Plans
A17 Enlarged Stair Plans; Sections; details
A18 Interior Elevations; Details
A19 Interior Elevations; details
A20 Room Finish Schedule; Door/Frame Schedule; Door and Frame Types
A21 First Floor Reflected Ceiling Plan - South
A22 First Floor Reflected Ceiling Plan - North
A23 Second Floor Plan Reflected Ceiling Plan - South
A24 Second Floor Plan Reflected Ceiling Plan - North
A25 Stairway ArDetails; Millwork Details
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R8'-0"
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FROFOSED BU 1 LD I NO EXFANS I ON
54,050 50. FT
LOT
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Finish Floor{ Elev 1102.00"
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AREA SEE STRUCT.
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107'-6 13/16"
Sprinkler Increase 200% = 24,000 SF UBC 505.3
KENSINGTON BLVD. and KENBRIDGE COURT
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30'-4"
215'-0"
CONC.
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FROFOSED BU 1 LD I NO EXFANS I ON
54,050 50. FT
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Finish Floor{ Elev 1102.00"
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oor' Areas First Floor Office 26,870 SF f/ -/-
G R & D 26 696 SF
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Second Floor Office 24,736 SF AREA v U v o 7 R3' -O"+
R & D 3,133 SF � � a'- 9 •. � � � 1 �i
115 20'-0" (typ.) I
` Total Floor Area 81,435 SF "�► R94'-3 1/16" - i R12'-0"
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S O I L B O R I N G S — 5'-9 3/4" (19) paces at 9'-0" each = 171'-0" I I
Ili Location on Property Front Yard Setback (West) 107'-6" + Public Way L E G E N D Bituminou — o 7'-0"
curb ram R5'-0' Parking Lot Road SEEDED
Side Yard Setback (South) 172'--7' + Public Way ; = (106) PARKING STALLS B
Side Yard Setback (North) 141', 7'; I R117'-0 5/16" 23'-9 3/4" (tyP•) " LAWN AREA
R12 0
Rear Yard Setback (East) 205'-6" ( ! +
g 1— 9 7 BORING L CATION O 1 0o I ( 25
Occupant Load Enor 1-1gress Plumbing Parkin I I SIGN 1 r . I +
Office 502.0 251 3 + 232 i
`) SODDED LAWN --- - -- -- --_ 1- - - ---- - - -- -- -- - - -- - --- - --- _- - _
R & D 131.8 15 1 + 77 AREA
Storage 10.3
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B —1 P EVfOU 1 `~' I 25 20 -0"
644 266 313 B 27'-0" (�5) tolls lot 9 -0" I ach = 215'- 11 ' I 27'-0" -- - l�
Office Egress : Occupant Load = 644
Minumum Required Three (3) o stalls s eac - 2
(32)t 9'-0" h - 288'-0"
N O T E S/ N�=? a --
Arrangement apart < 1/2 length of maximum diagonal 1� / 4Q � � f
354'/2 = 177' / 1i` 03 ® -
Handicap parking signs in conformance 7�QFj
t Travel Distancewith SBC 1340.1120.
200 ` \ 1 ( V I I I i ( l''32
Handicap stalls in conformance with UBC
Parking Office 3 + 46,445/200 = 235
R & D 1 + 10,647/350 = 30 appendix 1107. \
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Sprinkler Increase 200% = 24,000 SF UBC 505.3
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(rocs)I SODDED LAWN a. Q (� —� - - ---— -
Second Floor Office 24,736 SF AREA v U v o 7 R3' -O"+
R & D 3,133 SF � � a'- 9 •. � � � 1 �i
115 20'-0" (typ.) I
` Total Floor Area 81,435 SF "�► R94'-3 1/16" - i R12'-0"
_ ..
S O I L B O R I N G S — 5'-9 3/4" (19) paces at 9'-0" each = 171'-0" I I
Ili Location on Property Front Yard Setback (West) 107'-6" + Public Way L E G E N D Bituminou — o 7'-0"
curb ram R5'-0' Parking Lot Road SEEDED
Side Yard Setback (South) 172'--7' + Public Way ; = (106) PARKING STALLS B
Side Yard Setback (North) 141', 7'; I R117'-0 5/16" 23'-9 3/4" (tyP•) " LAWN AREA
R12 0
Rear Yard Setback (East) 205'-6" ( ! +
g 1— 9 7 BORING L CATION O 1 0o I ( 25
Occupant Load Enor 1-1gress Plumbing Parkin I I SIGN 1 r . I +
Office 502.0 251 3 + 232 i
`) SODDED LAWN --- - -- -- --_ 1- - - ---- - - -- -- -- - - -- - --- - --- _- - _
R & D 131.8 15 1 + 77 AREA
Storage 10.3
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B —1 P EVfOU 1 `~' I 25 20 -0"
644 266 313 B 27'-0" (�5) tolls lot 9 -0" I ach = 215'- 11 ' I 27'-0" -- - l�
Office Egress : Occupant Load = 644
Minumum Required Three (3) o stalls s eac - 2
(32)t 9'-0" h - 288'-0"
N O T E S/ N�=? a --
Arrangement apart < 1/2 length of maximum diagonal 1� / 4Q � � f
354'/2 = 177' / 1i` 03 ® -
Handicap parking signs in conformance 7�QFj
t Travel Distancewith SBC 1340.1120.
200 ` \ 1 ( V I I I i ( l''32
Handicap stalls in conformance with UBC
Parking Office 3 + 46,445/200 = 235
R & D 1 + 10,647/350 = 30 appendix 1107. \
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JOB NUMBER
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EXIST. BARBEJ VVIRE FEN,'C'E,
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BRUSH AND T REE S
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C7 CONSTRUCT SILT FENCE
BKc ARK -TPN TOFc
H d NT"- 109779 INSTALL FIRE HYDRANT
AND 115 L. F. OF 6 -INCH
8 W IN
DUCTILE IRON PIPE
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q, 110 OF 12 DIA. PVC STORM SEWER
PIPE 0 0.56% SLOPE
TRCE T.C. = 1098.00
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RIV INV. = 1095.50
PROPOSED' TWO
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CUT EXISTING CONCRETEP L.P.
CURB AND GUTTER
AND F.F. = 1102.00
FIRST FLOOR 50,550 S• O. FTHYD.
APRON AS PER
CONSTRUCT CONCRETE
CITY DETAIL ST __4 ST SECOND FLOOR 24,950 SO, FT, 101,
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'10 DELIVERY AREA
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T.C. = 1098.07 -ic
INV. = 1093.160 si N. P, m.110
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