KIR
BY F
AM
ILY G
AZEB
O
KENW
OO
D P
LAZA P
AR
K
KENW
OO
D, C
ALIF
OR
NIA
No. 2800
Exp. 8-31-13ST A
T EO F C A L I F OR N
I A
* *
RE
GI
ST
ER
E DL A N D S C A P E
A
RH
I TE C
TC
DO
NA
LG. MA C
NA
D
RI
C 2013 MACNAIR LANDSCAPE ARCHITECTURE,NOT FOR GENERAL USE OR PUBLICATION, ALLRIGHTS RESERVED. THESE DRAWINGS ANDSPECIFICATIONS ARE THE PROPERTY OFM A C N A I R L A N D S C A P E A R C H I T E C T U R E .MACNAIR LANDSCAPE ARCHITECTURE IS NOTRESPONSIBLE FOR THE ACCURACY OF ANYPLANS OR SURVEYS NOT DIRECTLY PREPAREDBY THEM. SITE DIMENSIONS, GRADES, WATERPRESSURES AND GENERAL CONDITIONS SHALLBE VERIFIED PRIOR TO BEGINNING OF ANYWORK ON SITE. WRITTEN DIMENSIONS SHALLT A K E P R E C E D E N C E O V E R S C A L E DDIMENSIONS.
L A N D S C A P E A R C H I T E C T U R E
P O S T O F F I C E B O X 2 5 1 K E N W O O D, C A 9 5 4 5 2
TEL (707) 833-2288
RLA #2800 [email protected]
KENWOOD PLAZA PARK KENWOOD, CA
NTS
100.00
96.33
95.17
100.10
100.32
100.37
99.87
102.0
100.86
100.53
100.15
100.16
100.30
103.59
103.64
100.26100.25100.19
100.39
100.43
98.498.2
97.85
95.57
95.42
94.96
94.94
95.11
94.93
94.98
94.86
95.3
95.8095.86
96.63
96.91
96.84
97.01
96.9596.93
97.46
97.23
98.01
101.15
101.22
100.79
100.63
100.66
100.62
100.65
100.68
100.49
100.03 100.05100.04
99.1999.20
99.5799.39
99.31
98.2
96.36
97.3897.43
96.03
98.22
98.01
98.04
98.67
98.56
98.51
96.72
96.7396.61
96.4296.38
96.41
96.44
96.75
96.72
96.17
96.86
96.7
96.85
96.4296.26
98.3599.22
100.8100.7
100.6
98.5
97.998.2
97.02
97.01
97.0397.04
97.6497.65
97.57
100.10
99.6299.52
98.49
97.41
96.79
96.8197.04
95.52
97.0996.74
95.25
95.18
95.07
94.20
93.34
95.195.06
94.88
95.02
95.28
95.47
95.59
96.48
97.23
97.33
94.36
94.28
95.3395.33
94.77
95.13
95.03
95.0694.98
95.22
94.23
95.00
95.14
95.39
95.72
96.1496.33
96.42
96.28
97.63
96.43
93.85
94.7293.16
96.54
92.88
96.38
95.35
95.36
95.38
97.78
98.5696.12
95.97
96.00
97.76
97.49
95.0096.25
94.84
95.00
94.64
94.43
94.2293.66
94.68
94.90
97.4197.29
97.01
96.3095.5194.94
95.16
95.1595.06
95.20
95.32
94.9194.87
94.69
94.89
95.40
95.66
95.42
94.57
95.7195.63
95.7395.82
95.01
96.1395.58
95.40
95.43
95.43
95.3795.63
96.13
95.03
94.85
95.34
95.64
97.12
95.91
95.68
95.99
96.31
96.57
96.34
97.39
97.27
96.8796.59
96.22
96.5196.50
96.46
96.26
95.63
95.6895.89
97.05
97.05
97.49
97.55
97.63
97.82
97.99
97.98
97.97
97.97
98.07
98.32
98.30
98.24
98.22
98.2898.30
98.5998.57
98.5398.46
98.50
98.59 98.65
98.78
98.58
98.60
98.25
98.08
97.93
97.96
97.91
97.32
97.20 98.89
99.3199.22
99.74
99.72
99.70
98.91
99.00
99.31
99.40
99.34
99.59
99.72
99.65
98.72
98.88
98.32
95.00
95.10
96.87
92.04
92.35
93.92
93.5793.83
98.89
98.35
97.90
97.68
97.45
98.30
98.4498.43
98.41
98.2197.8498.02
98.55
98.59
99.30
98.3398.0697.81
98.31
100.47
101.82100.83100.6298.74
98.58
100.67
96.77
99.91
100.07
99.98
98.75
99.23
99.71
100.21
100.29
99.1497.9197.9598.28
98.0797.7297.78
108.86
109.80 103.97
100.00
96.33
94.47
98.37
95.59
95.17
96.33
94.46
95.62
97.39
97.58
99.9499.14
99.0198.68
103.55
95.14
95.61
94.47
100.
08
97.02
97.01
97.38
98.92
95.14
93.97
93.54
97.80
99.61
100.79
99.49
CP1 60D
CP2 PK NAIL
CP6 60D
CP 7 PK NL
EP CR
BLRD
12" CMP SILTED
STMP 38" EFT
JP OHP NS
HB WD BLRD
HB BLRD
CC WLK BC
JP
CC HDWL
CC HDWL
CC WLK BCCC WLK POC
CC WLK EC
CC WLK
CC WLK
CC WLK POC
CC WLK EC
CC WLK POC
CC WLK EC
CC WLK BC
CC WLK EC
CC WLK POC
CC WLK EC
CC WLK BC
CC WLK POC
CC WLK EC
CC WLK POC
CC WLK POCCC WLK POC
CC WLK POC
CC WLK BC
CC WLK POCCC WLK EC
CC WLK POCCC WLK EC
CC WLK BC
CC WLK POC
CC WLK EC
CC WLK POC
CC WLK EC
CC WLK POC
CC WLK POC
CC WLK EC
CC WLK BC
CC WLK EC
CC WLK BC
CC WLK POC
CC WLK BC
CC WLK POCCC WLK EC
IRR BOXIRR BOX 8"DIRR BOX 8"D
UTIL BOX
UTIL BOX
DL
ELECT RISER
4"VERT PIPE EFT
4"VERT PIPE EFT
IRR BOX 1*1.2
CL CC MOW STRP7"
CL CC MOW STRP7" CL CC MOW STRP7"
CL CC MOW STRP7"
CL CC MOW STRP7"
CL CC MOW STRP7"
CC SW BC
CC SW POC
CCC SW BC
CCC SW BC
CC SW POC
CC SW BCCC SW EC
CC SW POC
CC SW EC
CC PAD POC
CC SW
DI 1*1
CC SW AP
CC PAD POCCC PAD POC
IRR BOX 1.8*1.3
IRR V EFT
IRR BOX 1X1.2NS
IRR BOX 8"D
IRR BOX
CC WLK BC
CC WLK POCCC WLK AP
WTR BOX 10D
IRR BOX 8"D
IRR BOX 8"DIRR BOX 1.8X1.4
GUY ANCR
GUY ANCR
GUY POST
EP POC
EP ECTB
HB WD BLRD
EP@CC WLK
TB END
HB WD BLRD
BLRD ROW END12" CMP TP
BLRD ROW BGNTB BGN
12" CMP TP
HB WD BLRD
EP
BLRD ROW POC12" CMP TP
CL CC BDRCL CC BDR
CL CC BDR
CL CC BDR
CL CC BDR
CL CC BDR
CL CC BDR
CL CC BDR
BDR END CC
IRON BLRD
TB END
WD BLRD ROW
IRR BOXIRR BOX
IRR BOX 8"D
IRON BLRD
IRON BLRD
IRR BOX1.4X1.8EW
IRR BOX 10"D
BLRD ROW BGN
BLRD ROW END
CL CC BDR 8"W
CL CC BDR 8"W
CL CC BDR 8"W
CL CC BDR 8"W
CL CC BDR 8"W
CL CC BDR 8"W
CL CC BDR 8"W
CL CC BDR 8"W
CL CC BDR 8"W
TG TB
FL 6" PP
EP POCCMP 12 TOP SILT
HD WLL CC TOP
CMP 12" FL
HD WLL CC 10"
EP AP CC C
EP AP CC C
EP POC
EP AP CC C
CL CLCL CRSS WLK
CL CRSS WLK
FOG @ CRSS WLK
FOG END
EP POC
TB CMP 12" TOP SILT
TB AP
TB
TB END
FL
FL FLCMP 12" TOP SILT
TB BGN
TB
WD BLRD ROW BGN
HB
4*4 WD W/ELCT
HB WD BLRD
HBHB WD BLRD
WV 12" DIA
WV 1.5EW * 2.3
WM
UT CAGE
UT CAGE
IRR CTRL BX
IRR CTRL BX
WD BLRD ROW
WD BLRD ROW
WD BLRD ROW ENDSTLL BLRD 4"
STLL BLRD 4"
WD BLRD ROW END
IRR VLV 10" DIA
IRR VLV 10" DIA
IRR VLV BOX
IRR VLV BOX
CC BDR CL 8" BC
CC BDR @ CC WLK
CC WLK POC
CC WLK BCC
CC WLK POC
CC WLK POC
CC WLK BC
CC WLK
CC WLK @ CC BDR
STP SGN
CC BDR CL 8" POC
CC BDR CL 8" POC
CC BDR CL 8" POC
CC BDR @ CC WLK
CC WLK POC
CC WLK POC
CC WLK POC
CC WLK EC
CC WLK BC
CC WLK POC
CL CC BDR 8" POCCL CC BDR 8" EC
CL CC BDR 8" BC
CL CC BDR 8" POCCL CC BDR 8" EC
CL CC BDR 8" POC
CL CC BDR 8" EC
CL CC BDR 8" BCCL CC BDR 8" POC
CL CC BDR 8" BC
CL CC BDR 8" POC
CL CC BDR 8" POC
IRR VLV 10" DIA
IRR BOX
CC WLK C
CC WLK POC
CC WLK EC
CC WLK BC
EP AP CC CCC WLK POCCC WLK EC
CC WLK POC
CC WLK C
CC WLK C
CC WLK POC
CC WLK EC
CC WLK POC
CC WLK POC
EP AP CC C
EP AP CC C
EP AP CC POC
EP AP CC POCCC WLK
CC WLK POC CC WLK POC
CC WLK C
CC WLK C
CC WLK POC @ CCC WLK POC @ C
CC WLK POC
CC WLK
CC WLK POC
CC WLK POC
CC WLK POC
CC WLK PRC
CC WLK ECCC WLK C
COM BOX1.7EW*1.2
UT BOX 1.7EW*1.2
IRR BOX
IRR BOX
FN C WD
CC PAD ROUND
CC PAD ROUND
CC PAD ROUND
CC PAD ROUND
CC PAD 3 ROUND
CL CC BDR 8" POC
CL CC BDR 8" POC
CL CC BDR 8" EC
CL CC BDR8" POC
CC BDR @ CC WLK
FLG PLE EFT
TB
4" PERF PIPE TOP
TB @ CC WLK
TO
TO
GB DLT
GBGB
4*4 PST WD
4*4 PLTR WD
4*4 PLTR WD
4*4 PLTR WD
4*4 PLTR WD
CL 4" PLTR@CC
CL 4" PLTR C
CL 4" PLTR END
CL 4" PLTR END
PLNTR @ CC WLK
MEMORIAL C
MEMORIAL C
CC WLK@ CC PAD 3 CC PAD ROUND
CC PAD 3 ROUND
CL CC BDR 8" POC
CL CC BDR 8" EC
CL CC BDR 8"
EP POC
EP @ CRSS WLKFOGFOG @ CRSS WLK
FOG @ CRSS WLK
FOG END
FOG
FOG @ CRSS WLK
CMP 12" SILT
JP GUY
JP
BLRD ROW END
JP GUY
JP GUY
WD BLRD ROW BGN
WD BLRD ROW AP
SGN PLZA PK
WD BLRD ROW AP
WD BLRD ROW END
HB4" STEEL BLRD
WD BLRD ROW BGN
WD BLRD ROW END
4" STEEL BLRD
OH ELED EFT
OH ELED EFT
HD WLL TOP
CP1
CP2
CP3
CP4
CP5
CP6
CP2
CP 3 CHK
CP 5 CHK
BORDER AT WLK
BORDER AT WLK CHK
COM BOX CHK
UT BOX CHK
JP GUY CHK
JP GUY CHK
HD WLL C CHK
DRN PIPE CHK
CP5 CHK F 6
CP 3 CHK F 6
CP 7
CHK
IRR BOX CHK
IRR BOX CHKCC WLK C CHK
CC WLK C CHK
WV 10 IN DIA CHK
DLT CHK
FL
CC COR
EP
TO HDWL
TO HDWL
EXISTING VALLEY
OAK
PLAZA
EXIS
TIN
G
BR
IDG
E
J
J
J
WW
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH OH
IRR
IRR
COM
UNK
IRRIR
IRRIRR
IRIR
IRRIRR
IRRIR
IR
IRIR
IRR
IRRIRR
IR
IR
IRIRR
COM
UNK
IRR
IRRIR
IRIRR
IR
IRR
IRR
WARM SPRINGS ROAD
CHANNIN
G R
OW
PAR
K R
OW
GRISWOLD AVENUE
0
0
SLOPE
DOWN
@ 4.75%
2%
2%
93.00
93.00
94.00
94.00
96.00
96.00
96.00
96.00
96.00
96.00
96.00
97.00
97.00
97.00
97.00
97.00
97.00
97.00
97.00
97.00
98.00
98.00
98.00
98.00
98.00
98.00
98.00
98.00
98.00
99.00
99.00
99.00
99.00
99.00
99.00
99.00
99.00
99.00
101.00
101.00
101.00
101.00
95.00
95.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
PROPOSED KIRBY FAMILY GAZEBO
CHANNING ROW PARK ACCESS
SCALE: 1/8" = 1'
SCALE: 3/8" = 1' ±
EXISTING OAK
EXISTING OAK
EXISTING OAK
EDGE OF EXISTING CONCRETE SIDEWAlk
KIRBY GAZEBO PLAN DETAIL
IRR BOX 8"DIRR BOX 8"DUTIL BOX
UTIL BOX
IR
IR
COM
25'
12" WIDE CONCRETE MOW CURB
5' WIDE ACCESSIBLE PATH TO FINISH FLOOR
TYPIC
AL
5' WIDE PATH TO BOTTOM OF STAIRS
HANDRAIL
5' X 6' CONCRETE LANDING
NEW CONCRETE ELECTRICAL BOX
EXISTING CONCRETE ELECTRICAL BOX FOR FUTURE ELECTRIC POINT OF CONNECTION
INSTALL TWO 1" PVC CONDUITS BETWEEN EXISTING ELECTRICAL BOX AND NEW ELECTRICAL BOX; REFER TO SHEET L-2 FOR ELECTRICAL ROUGH-IN
LAWN
LAWN
KIRBY GAZEBO CONCEPT
LAWN
2'
8'
5:12 ROOF PITCH TYPICAL
STEEL RAILING, ADD ALTERNATE ITEM
REFER TO DETAIL SHEET L-4
ROOFING MATERIAL TO BE ASPHALT SHINGLE
STONE VENEER OVER CONCRETE PERIMETER
FOOTINGTERRACE STYLE STEPS
AT STAGE SIDE OF GAZEBO
COPPER CAP; 20 OZ COPPER, 6 PANEL, STANDING SEAM WITH HIDDEN ATTACHMENT TABS
STONE VENEER OVER CONCRETE COLUMN;
ADD ALTERNATE ITEM
PIP CONCRETE CAP ON CONCRETE
COLUMN
INTERNAL STEEL COLUMN
COPPER CAP AT EDGE OF ROOF
DECKING, CONTINUOUS AROUND PERIMETER
TAPERED MDF COLUMN AROUND
STEEL COLUMN
SPECIAL INSPECTION BY OWNERS TESTING AGENCY
Special inspections and testingshall be performed by an approved agency in accordance with California Building Code (CBC) Sections 1703, 1704, 1707 and 1708, and with the Statement of Special Inspections as required by CBC Sections 1704.1.1 and 1705 for building structural elemnts summarized as follows: 1. Structural steel constructionper CBC Sections 1704.3, 1707.1, 1708.3 and Table 1704.3 including material identification, shop and field welding.
SHEET INDEXL-1 SITE PLANL-2 FOUNDATION DETAILSL-3 STRUCTURAL DETAILSL-4 SITE WORK AND DETAILS
DATE: 2/13/13 JOB: 2012-18 SCALE: AS SHOWN DRAWN: DM SHEET
L-1
SHEET 1 OF 4
SIT
E P
LAN
FINISH FLOOR @ 101.68 (2' ABOVE GRADE)
fs 101.56
100.7 existing
ts 101.56
bs 99.56
5'
STAIRS 4 - 6" RISERS 3 - 16" TREAD
STAIRS 4 - 6" RISERS 3 - 16" TREAD
3.1 %
STAGE OPENING
Recommended
