city of victorville, ca
TRANSCRIPT
TIT
LE
S
HE
ET
1.0
CONSTRUCTION PLAN SETPREPARED FOR
DORIS DAVIES PARK SKATE PARK
CITY OF VICTORVILLE, CA
SITE ADDRESS
16305 HUGHES ROAD
VICTORVILLE, CA 92393
OWNER/ DEVELOPER
CITY OF VICTORVILLE
14343 CIVIC DRIVE
VICTORVILLE, CA 92395
PROJECT
LOCATION
LOCATION MAP SHEET INDEX
PLAN DATE IDENTIFIER
DATE OF LAST REVISIONS
August 13, 2018
VICINITY MAP
TITLE SHEET
SITE PLAN
EROSION CONTROL PLAN
3D PERSPECTIVE
INFORMATION PLAN
LAYOUT PLAN
SECTIONS
GRADING & DRAINAGE PLAN
STEEL PLAN
CONSTRUCTION DETAILS
CONSTRUCTION DETAILS
CONSTRUCTION DETAILS
LANDSCAPING PLAN
1.0
2.0
2.1
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
11.0
12.0
PROJECT INFORMATION
PROJECT
LOCATION
N O R T HN O R T H 1-800-227-2600 CA
CE
W
CE
W/B
C/M
M
8-13-18
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IT
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BC
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H
OF 13
The use of these plans shall be restricted
to the original site for w
hich they w
ere
prepared, and publication thereof is lim
ited
to such use. R
eproduction, publication or
reuse of these plans or concepts by any
method, in w
hole or part, w
ithout express
written consent from
S
pohn R
anch, Inc. is
prohibited. T
itle to these plans and
concepts belongs to S
pohn R
anch, Inc.
without prejudice. V
isual contact w
ith or
any other use of the planset shall
constitute acceptance of these restrictions.
Copyright ©
2018 S
pohn R
anch, Inc.
68
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SIT
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2.0
1
DEMOLITION LEGEND
CLEAR AND GRUB SITE
DEMOLITION PLAN GENERAL NOTES:
· DEMOLITION SHOWN ON THIS PLAN IS A MINIMUM REQUIREMENT.
CONTRACTOR SHALL DEMOLISH, RELOCATE, AND/OR REMOVE ALL
PORTIONS OF THE EXISTING UTILITIES AND SITE ELEMENTS
NECESSARY TO ACHIEVE THE WORK SHOWN AS SPECIFIED.
· CONTRACTOR TO PHASE DEMOLITION TO ACCOMMODATE AND
FACILITATE CONTINUAL OCCUPANCY OF ADJACENT PROPERTIES AND
SITE FACILITIES AND SAFETY OF CITY EMPLOYEES AND THE PUBLIC IN
AND AROUND THOSE FACILITIES.
· MEANS AND METHODS TO LOCATE EXISTING ELEMENTS ARE THE
CONTRACTOR'S RESPONSIBILITY.
· ALL PAVEMENT TO BE PER PLAN.
· ALL VOIDS/HOLES/DEPRESSIONS LEFT FROM DEMOLITION MUST BE
FILLED AND COMPACTED PER SOILS REPORT.
· CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND/OR
REPLACEMENT OF ANY EXISTING SITE ELEMENTS SPECIFIED TO
REMAIN THAT ARE DAMAGED DURING CONSTRUCTION OPERATIONS
UNLESS PREVIOUSLY DISCUSSED WITH AND APPROVED BY THE
OWNER
· CONCRETE AND OTHER MATERIALS TO BE DEMOLISHED WITHIN THE
SCOPE OF THIS PROJECT SHALL BE RECYCLED PER STATE
GUIDELINES. CONTRACTOR SHALL PROVIDE EFFORT IN RECYCLING
CONSTRUCTION DEBRIS GENERATED FROM THIS PROJECT.
20 10 20 400
SCALE: 1"=20'-0"
60
N O R T H1-800-227-2600 CA
NOTES:
1. SEE SHEET 2.1 FOR EROSION CONTROL PLAN.
2. CITY TO CAP AND RE-ROUTE IRRIGATION.
3. CONTRACTOR TO COORDINATE STAGING AREA, STOCKPILE AREA AND
CONSTRUCTION ENTRANCE WITH OWNER BEFORE COMMENCING WORK.
CE
W
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W/B
C/M
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8-13-18
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NB
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T
IT
LE
DA
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BC
/D
H
OF 13
The use of these plans shall be restricted
to the original site for w
hich they w
ere
prepared, and publication thereof is lim
ited
to such use. R
eproduction, publication or
reuse of these plans or concepts by any
method, in w
hole or part, w
ithout express
written consent from
S
pohn R
anch, Inc. is
prohibited. T
itle to these plans and
concepts belongs to S
pohn R
anch, Inc.
without prejudice. V
isual contact w
ith or
any other use of the planset shall
constitute acceptance of these restrictions.
Copyright ©
2018 S
pohn R
anch, Inc.
68
24
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ALL TREES TO REMAIN. PROTECT IN PLACE.
3
CITY TO REMOVE DISK GOLF GOALS PRIOR TO CONSTRUCTION
EXISTING SITE LEGEND
SURVEY CONTROL POINT
SPOT ELEVATION
ELEVATION CONTOUR
UTILITY/POWER POLE
COMMUNICATIONS PEDESTAL
FENCE
WATER METER
WATER VALVE
IRRIGATION CONTROL VALVE
SEWER MANHOLE
TREE 12" TO 24" TRUNK DIA.
ASPHALT SURFACE
CONCRETE SURFACE
WM
IRR
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2.1
N O R T H
20 10 20 400
SCALE: 1"=20'-0"
60
1-800-227-2600 CA
CO
NT
RO
L P
LA
N
CE
W
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W/B
C/M
M
8-13-18
DA
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KA
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SC
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NB
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PR
OJE
CT
T
IT
LE
DA
TE
BC
/D
H
OF 13
The use of these plans shall be restricted
to the original site for w
hich they w
ere
prepared, and publication thereof is lim
ited
to such use. R
eproduction, publication or
reuse of these plans or concepts by any
method, in w
hole or part, w
ithout express
written consent from
S
pohn R
anch, Inc. is
prohibited. T
itle to these plans and
concepts belongs to S
pohn R
anch, Inc.
without prejudice. V
isual contact w
ith or
any other use of the planset shall
constitute acceptance of these restrictions.
Copyright ©
2018 S
pohn R
anch, Inc.
68
24 S
. C
EN
TIN
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A A
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- L
OS
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0-5
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3
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D. C
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DEMOLITION LEGEND
NOTES:
CONTRACTOR TO COORDINATE STAGING AREA AND CONSTRUCTION
ENTRANCE WITH OWNER BEFORE COMMENCING WORK.
1
INLET PROTECTION
2
SILT FENCE
4"
10"
MIN
IM
UM
DE
PT
H
4"
STEEL OR WOOD POST,
8' MAXIMUM SPACING
FABRIC ANCHORAGE TRENCH.
BACKFILL TRENCH WITH
TAMPED NATURAL SOIL.
36" M
AX
. H
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D
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C
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N
O
F R
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O
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STANDARD INSTALLATION
REGULAR FLOW
SUPPORT POST
TYPICAL SILT FENCE
3
CONCRETE WASHOUT - SEE DETAIL B THIS SHEET
CONTRACTOR TO COORDINATE LOCATION WITH
OWNER BEFORE COMMENCING WORK.
A
C
SEE DETAIL A THIS SHEET
SEE DETAIL C THIS SHEET
4
LIMIT OF WORK
TYPICAL CONCRETE WASTE MANAGEMENTB
3D
P
ER
SP
EC
TIV
E
3.0
CE
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NB
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T
IT
LE
DA
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BC
/D
H
OF 13
The use of these plans shall be restricted
to the original site for w
hich they w
ere
prepared, and publication thereof is lim
ited
to such use. R
eproduction, publication or
reuse of these plans or concepts by any
method, in w
hole or part, w
ithout express
written consent from
S
pohn R
anch, Inc. is
prohibited. T
itle to these plans and
concepts belongs to S
pohn R
anch, Inc.
without prejudice. V
isual contact w
ith or
any other use of the planset shall
constitute acceptance of these restrictions.
Copyright ©
2018 S
pohn R
anch, Inc.
68
24
S
. C
EN
TIN
EL
A A
VE
- LO
S A
NG
EL
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D. C
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QUARTER PIPE
TRANSITION
PANNED BENCH
KINKED RADIUS WEDGE EXTENSION
ROLL IN
PANNED BENCH
ROLL OVER
DOUBLE QUARTER
PIPE EXTENSION
RAINBOW GRIND RAIL
ROLL IN
RADIUS WEDGE
FLAT LONG RAIL
FLAT SHORT RAIL
SINGLE KINKED
PANNED LEDGE
EURO GAP
STAIR SET
RAKED GRIND RAIL
WAVE WALL RIDE
ROLL OVER
QUARTER PIPE TRANSITION
GRIND LEDGE SEATING
QUARTER PIPE TRANSITION
W/POOL COPING
WATERFALL
QUARTER PIPE TRANSITION
WATERFALL
BANK TO BANK
DOUBLE RAKED GRIND RAIL
LA HIGH WALL
POLE JAM TO RAKED RAIL
EURO GAP
SINGLE KINKED PANNED LEDGE
LA HIGH WALL
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1
1
1
1
1
1
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1
1
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12
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25
SC
/C
J
SC
/C
J
SC/CJ
SC/CJ
S
C
/
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J
S
C
/
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S
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/
C
J
S
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/
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SC/CJ
SC/CJ
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/
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J
E
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J
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JE
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EJ
EJ
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J
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E
J
E
J
E
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S
C
S
C
S
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S
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S
C
S
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S
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S
C
S
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S
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SC SC
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SC
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SC
SC
SC
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E
J
IN
FO
RM
AT
IO
N P
LA
N
4.0
INFORMATION LEGEND
4" THICK CONCRETE FLAT WORK - SEE TYPICAL DETAILS ON SHEET 9.0
6
7
8
2
3
4
5
1
SKATEPARK TO ACCESS PATH CONNECTION - SEE DETAIL 4 ON SHEET 9.0
9
N O R T H
10 5 10 200
SCALE: 1"=10'-0"
30
SC
COLD JOINT
SAW CUT
**JOINT PLAN HAS BEEN DEVELOPED TO
PROVIDE GUIDANCE TO THE CONTRACTOR FOR
THE USE OF SAW CUTS, COLD & EXPANSION
JOINTS. ACTUAL FIELD VARIANCES WILL TAKE
PRECEDENCE OVER THIS GUIDE. CONTRACTOR
SHALL CUT SLAB AS NEEDED TO PREVENT
CRACKING.
ALIGN SAW CUTS WITH EXPANSION AND COLD
JOINTS AND START FROM CORNERS WHERE
POSSIBLE TO PREVENT EXCESS CRACKING.
SAW CUTS SHALL BE NO MORE THAN 10' X 12'
AND/OR NOT TO EXCEED 120 SQUARE FEET
AND A 2:1 MAX. RATIO BETWEEN SAW CUTS
AND COLD OR EXPANSION JOINTS.
ALL SAW CUTS TO BE FILLED WITH
SELF-LEVELING POLYURETHANE SEALANT AND
TOOLED FLAT. EXPANSION JOINTS TO BE
FILLED WITH POLYURETHANE BASED NON-
SAGGING ELASTOMERIC SEALANT AND TOOLED
FLAT. COLOR OF CAULK SHOULD RESEMBLE
COLOR OF CONCRETE (ALUMINUM
GRAY OR SIMILAR)
** PROVIDE
1
8
" TOOLED EDGES TO JOINTS - SEE
TYPICAL DETAILS & CONSTRUCTION
SPECIFICATIONS FOR JOINT INFORMATION &
INSTALLATION
EXPANSION JOINT
See Detail 6 on Sheet 10
See Detail 7 on Sheet 10
See Detail 8 on Sheet 10
CJ CJ CJ
EJ EJ EJ
FIELD DETERMINED SC OR CJ
SC/CJ SC/CJ
NOTE: ALL SAW CUTS OR COLD JOINTS
WITHIN THE SHOTCRETE AREAS SHALL BE
FIELD DETERMINED & UP TO THE DISCRETION
OF THE SPECIALTY SKATEPARK
CONTRACTOR.
NOTES:
1. SUGGESTED ORDER OF CONSTRUCTION FOR CONCRETE ELEMENTS WITHIN THE SKATEPARK
FOOTPRINT:
A. SUBGRADE PREP - GRADE, MOISTURE CONDITION, AND COMPACT SKATEPARK FOOTPRINT
TO +/- .1' OF SPECIFIED SUBGRADE ELEVATIONS.
B. FINE GRADING
C. LEDGES AND MANUAL PADS
D. BANKS AND TRANSITIONS
E. GRIND RAIL FOOTINGS AND INSTALLATION
F. FLOOR SLAB/FLATWORK
2. ALL EXPOSED CONCRETE AND SHOTCRETE SURFACES TO BE NATURAL GRAY IN COLOR WITH
HARD STEEL TROWEL FINISH UNLESS OTHERWISE SPECIFIED.
4
5
°
1"
2"
COLD JOINT OR
EXPANSION JOINT
(SEE INFORMATION PLAN)
(QTY 2) #3 3'-0" MIN. LONG
REBAR TO BE USED AT ALL
RE-ENTRANT CORNERS
LOCATED DIRECTLY ON TOP OF
SLAB REINFORCING OR
AT MID-DEPTH OF SLAB
EDGE OF SKATE
FEATURE OR SLAB EDGE
TYP.
REINFORCEMENT
3
'
-
0
"
1"
2"
4
5
°
STAIRS
COLD JOINT OR
EXPANSION JOINT
(SEE INFORMATION PLAN)
3
'
-
0
"
1"
2"
4
5
°
4000 PSI CONCRETE
FLATWORK
TYP.
REINFORCEMENT
4000 PSI CONCRETE
FLATWORK
SKATE FEATURE
SKATE
FEATURE
RE-ENTRANT CORNER REBAR AT SKATE FEATURE / SLAB EDGE RE-ENTRANT CORNER REBAR BETWEEN SKATE FEATURES
(QTY 2) #3 3'-0" MIN. LONG
REBAR TO BE USED AT ALL
RE-ENTRANT CORNERS
LOCATED DIRECTLY ON TOP OF
SLAB REINFORCING OR
AT MID-DEPTH OF SLAB
(QTY 2) #3 3'-0" MIN. LONG
REBAR TO BE USED AT ALL
RE-ENTRANT CORNERS
LOCATED DIRECTLY ON TOP OF
SLAB REINFORCING OR
AT MID-DEPTH OF SLAB
RE-ENTRANT CORNER REBAR
CE
W
CE
W/B
C/M
M
8-13-18
DA
TE
- - - - -
DO
RIS
D
AV
IE
S S
KA
TE
PA
RK
- - - - -
-
-
-
-
-
- - - - -
SHEET NO.
SH
EE
T T
IT
LE
SK
AT
E P
AR
K D
ES
IG
NE
D B
Y
DO
CU
ME
NT
S B
Y
PLA
N C
HE
CK
ED
B
Y
RE
VIS
IO
NS
NO
DE
SC
RIP
TIO
NB
Y
PR
OJE
CT
T
IT
LE
DA
TE
BC
/D
H
OF 13
The use of these plans shall be restricted
to the original site for w
hich they w
ere
prepared, and publication thereof is lim
ited
to such use. R
eproduction, publication or
reuse of these plans or concepts by any
method, in w
hole or part, w
ithout express
written consent from
S
pohn R
anch, Inc. is
prohibited. T
itle to these plans and
concepts belongs to S
pohn R
anch, Inc.
without prejudice. V
isual contact w
ith or
any other use of the planset shall
constitute acceptance of these restrictions.
Copyright ©
2018 S
pohn R
anch, Inc.
6824 S
. C
EN
TIN
ELA
A
VE
- LO
S A
NG
ELE
S, C
A 90230
OF
FIC
E (626) 330-5803 ~
F
AX
(626) 330-5503
DE
SIG
N. B
UIL
D. C
OM
E T
OG
ET
HE
R.
COLOR LEGEND
1
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
SINGLE KINKED PANNED LEDGE - SEE SECTION G ON SHEET 6.0 AND DETAILS 15 AND 17 ON SHEET 9.0
PANNED BENCH - SEE SECTION Z AND DETAILS 15 AND 16 ON SHEET 9.0
CANTILEVERED MANUAL PAD - SEE SECTION H ON SHEET 6.0 AND DETAIL 18 ON SHEET 10.0
GRIND LEDGE SEATING - SEE SECTION X ON SHEET 6.0 AND DETAILS 9 AND 14 ON SHEET 9.0
STAIR SET - SEE SECTION O ON SHEET 6.0 AND DETAILS 9 AND 19 ON SHEETS 9.0 AND 10.0
EURO GAP - SEE SECTIONS E, AND N ON SHEET 6.0 AND DETAILS 9 AND 20 ON SHEETS 9.0 AND 10.0
RADIUS WEDGE - SEE SECTIONS F, G, H, AND P ON SHEET 6.0 AND DETAIL 21 ON SHEET 10.0
KINKED RADIUS WEDGE - SEE SECTION M ON SHEET 6.0 AND DETAILS 10 AND 22 ON SHEETS 9.0 AND 10.0
LA HIGH WALL - SEE SECTIONS B, AND I ON SHEET 6.0 AND DETAILS 10 AND 23 ON SHEETS 9.0 AND 10.0
QUARTER PIPE TRANSITION - SEE SECTIONS A, J, L, AND Q ON SHEET 6.0 AND DETAILS 12 AND 24 ON SHEETS 9.0 AND 10.0
DOUBLE QUARTER PIPE TRANSITION - SEE SECTION T ON SHEET 6.0 AND DETAILS 12 AND 26 ON SHEETS 9.0 AND 10.0
BOWLED QUARTER PIPE TRANSITION WITH STEEL COPING - SEE SECTIONS R, AND S ON SHEET 6.0 AND DETAILS 12 AND 24 ON SHEETS 9.0 AND 10.0
BOWLED QUARTER PIPE TRANSITION WITH POOL COPING - SEE SECTION Y ON SHEET 6.0 AND DETAILS 13 AND 25 ON SHEETS 9.0 AND 10.0
ROLL IN - SEE SECTIONS C, AND V ON SHEET 6.0 AND DETAIL 28 ON SHEET 10.0
WAVE WALL RIDE - SEE SECTION W ON SHEET 6.0 AND DETAILS 12 AND 27 ON SHEETS 9.0 AND 10.0
ROLL OVER - SEE SECTIONS U, AND W ON SHEET 6.0 AND DETAIL 29 ON SHEET 10.0
BANK TO BANK - SEE SECTION D ON SHEET 6.0
FLAT LONG RAIL - SEE SECTION H ON SHEET 6.0 AND DETAILS 30 AND 33 ON SHEET 11.0
FLAT SHORT RAIL - SEE DETAILS 30 AND 32 ON SHEET 11.0
DOUBLE RAKED GRIND RAIL - SEE SECTION D ON SHEET 6.0 AND DETAILS 30 AND 31 ON SHEET 11.0
RAINBOW GRIND RAIL - SEE SECTION C ON SHEET 6.0 AND DETAILS 30 AND 34 ON SHEET 11.0
POLE JAM TO RAKED GRIND RAIL - SEE SECTION F ON SHEET 6.0 AND DETAILS 30 AND 36 ON SHEET 11.0
25
RAKED GRIND RAIL - SEE SECTION P ON SHEET 6.0 AND DETAILS 30 AND 35 ON SHEET 11.0
NOTE:
1. COLORED CONCRETE TO BE GRAPHITE CARBON AVAILABLE FROM DAVIS COLORS
1-800-356-4848 OR SIMILAR.
2. POURED IN PLACE CONCRETE COLOR MAY VARY SLIGHTLY IN FIELD.
3. FINISH: ALL EXPOSED CONCRETE SURFACES ARE TO BE HARD STEEL TROWEL FINISH
UNLESS OTHERWISE NOTED. TROWEL UNTIL ALL VISIBLE PORES ARE CLOSED. CEASE
TROWELING BEFORE SURFACE BECOMES GLOSSY. DO NOT BROOM FINISH AND DO
NOT TROWEL BURN SURFACE.
COLORED POURED IN PLACE CONCRETE TO BE GRAPHITE CARBON #8084
ALL OTHER POURED IN PLACE CONCRETE TO BE NATURAL GRAY CONCRETE
4
"
1
1
'
-
4
"
(
B
U
I
L
D
I
N
G
)
1
2
'
-
0
"
(
R
O
O
F
O
V
E
R
A
L
L
)
4
"
G
A
T
E
O
P
E
N
H
O
L
D
W
O
M
E
N
S
A
C
C
R
R
P
A
N
E
L
E
L
E
C
.
L
A
V
A
T
O
R
Y
B
C
B
C
G
A
T
E
O
P
E
N
H
O
L
D
M
E
N
S
A
C
C
R
R
C
H
A
S
E
U
T
I
L
I
T
Y
8
"
2
1
'
-
4
"
(
B
U
I
L
D
I
N
G
)
2
2
'
-
8
"
(
R
O
O
F
O
V
E
R
A
L
L
)
8
"
35'-4
7
8
"81'-4
7
16
"
2
7
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"
1'-0"
2
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1
3
1
6
"
8
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"
5
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1
7
1
6
"
8
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"
2
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1
3
1
6
"
5
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-
0
"
6
'
-
7
7
1
6"
1
8
'
-
0
"
6
'
-
11
1
1
6 "
8
'
-
41
1
1
6 "
6
'
-
11
1
1
6 "
1
9
'
-
6 1
4 "
8
'
-
0
"
1
3
'
-
6
"
8
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-
0
"
1
9
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-
37
8"
1
1
'
-
0
"
2
5
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-
0
"
4
'
-
0
1
5
1
6"
3
'
-
0
"
R
2'-0"
R
2
'-
0
"
1
5
'
-
0
"
9
'
-
6
9
1
6"
7'-0"
R
8
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1
1
1
1
6
"
R
8'-1
11
16
"
39°
1
4
'
-
4
1
1
6"
14'-3
5
16
"
1
2
'
-
0
"
11'-11
5
16
"
39°
19'-9
3
4
"
10'-0"
3
3
16
"
19'-7
7
16
"
R
9
'
-
3
"
18'-6"
3
9
°
6"
6"
3
3
16
"
26'-0"
9'-8
13
16
"16'-3
3
16
"
3'-8
3
16
"
10'-8
5 8
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7 8
"
6"
2'-0"
18'-10
5 8
"
5
1
°
6
'
-
0
"
2'-7
9
16
"
2
1
'
-
1
9
1
6 "
2'-7
9
16
"
3"
TYP.
39°
51°
39°
51°
3
0
'
-
0
"
1
'
-
9 1
2 "
9
'
-
1
1
"
1'-9
1
2
"
2'-0"
1
1
'
-
4
1
3
1
6"
7
3
1
6"
1
4
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-
0
"
8
'
-
0
"
6"
6"3
'
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71
1
1
6 "
6
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-
0
"
3
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-
95
8"
9
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-
95
8"
R
1
3
'-
0
"
R
2
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0
"
3
9
'
-
4
1
3
1
6 "
7
'
-
1
"
3
'
-
4
7
1
6 "
4
'
-
2
3
1
6"
5
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7
1
6
"
6
'
-
85
8"
4
'
-
2
3
1
6 "
1
3
'
-
6
"
6
'
-
35
8 "
2
1
'
-
4
"
6
'
-
6
"
13'-7
12
"
11'-0"
5'-4"
1
'
-
85
8"
1
2
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-
2
"
4
'
-
7
"
4
'
-
7
"
8'-0"
8'-1
3 8
"
20'-0"
20'-0
7
8
"
17'-1
13
16
"
14'-6
1
2
"
15'-0"
R
9'-3
5
16
"
R
5
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-
0
"
R
9
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5
1
6
"
R
5
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0
"
5
1
°
3
9
°
10'-0"
5
'
-
0
"
R
5
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0
5
1
6
"
1
2
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-
1
11
1
1
6 "
6
'
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3
1
1
6"
9
'
-
5
5
1
6"
6
'
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8
5
1
6"
2
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-
0
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2
'-
0
"
R
4
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7
1
5
1
6
"
R11'-1
7
16
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6
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0
1
8
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2
8
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4
9
1
6"
1
1
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4
9
1
6"
6
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1
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4 "
8
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0
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7
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8
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2
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1
1
7
1
6 "
R
5
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R5'-0
13
16
"
7
'
-
0
"
R
6
'-
0
"
R1'-11
1
16
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2'-4
9
16
"
2
'
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4
9
1
6 "
8
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-
0
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1
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0
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8
'
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0
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2
'
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5
9
1
6"
1
'
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6
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R
3
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6
"
5
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-
5
1
2
"
3
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8
1
8
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1
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1
0
1
3
1
6
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R
21'-0
7
8
"
R
2
2
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1
0
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1
6
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R
2
4
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7
1
2
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1'-9
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16
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1'-9
5
16
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1'-10
13
16
"
R
2
6
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-
6
5
1
6
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R14'-6"
R5'-5
1
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R
7
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5
3
8
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R
1
5
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5
3
8
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R
4
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2
5
1
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1
1
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0
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R
8
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6
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R
6
1
4
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R
6
1
4
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R
8
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R
8
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6
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R
4
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6
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R
1
1
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6
1
1
6
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R1'-0"
7'-7
1 2
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35'-1
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11
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85°
6'-8
5 8
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R
4
9
1
6
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5 8
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5'-8
11
16
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11'-0"
10"
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7
16
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R
2
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0
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R
1
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1
1
1
3
1
6
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R23'-0
5
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R
2
1
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R
1
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6
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2
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31
3
1
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4
3
°
76°
30°
16'-0"
8
'
-
6
"
7
'
-
7
3
8
"
7
'
-
0
"
7
'
-
0
"
7
'
-
0
"
2'-0"
5'-7
5 8
"
12'-5
1 2
"9'-4
3
16
"
64°
77°
1
'-6
"
R
5
'
-
0
"
2'-0"
1'-6"
11
1
2
"
1
0
'
-
0
"
1
8
°
7'-11
3 4
"
7'-11
34
"
6
'
-
9
1
1
1
6
"
6
'
-
9
1
1
1
6
"
6
'-9
1
1
1
6
"
9
'-0
1
5
1
6
"
9
'-0
1
5
1
6
"
6
8
'
-
3
1
1
1
6
"
6'-6
7
8
"
R
1
0
'
-
1
0
1
4
"
R
1
2
'-
9
3
4
"
R13'-6
78
"
5
'
-
1
07
8"
1
'
-
0
"
7
4
'
-
3 1
4 "
4
8
'
-
5
9
1
6"
72°
72°
EDGE OF EXISTING
ACCESS PATH
3'-5
7
16
"
1'-11
13
16
"
4
'
-
8
"
1
'
-
7 1
4 "
1
'
-
7 1
4 "
7
'
-
4
5
1
6 "
2
'
-
0
5
1
6 "
9
'-5
7
8
"
8'-8"
8
'
-
8
1
1
1
6
"
4'-0
15
16
"
4
'-
0
"
5
'-
7
"
6
'
-
5
1
2
"
LA
YO
UT
P
LA
N
5.0
**ALL COLD JOINTS AT THE BOTTOM
OF ALL RADIUS TRANSITIONS &
RADIUS BANKS SHALL BE LOCATED
8" MAX. FROM THE POINT OF
TANGENCY. SEE TYPICAL DETAILS
FOR CLARIFICATION.
CONSTRUCTION NOTES
· ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO ALL
APPLICABLE GOVERNING CODES AND ORDINANCES.
· ALL FORMS AND ALIGNMENTS OF PAVING, LAYOUT, AND SPECIAL
PAVING AREAS SHALL BE REVIEWED AND APPROVED BY THE
OWNER'S REPRESENTATIVE PRIOR TO POURING (GIVE A
MINIMUM OF 24 HOURS NOTICE)
· CONTRACTOR SHALL VERIFY THE LOCATION OF ALL PUBLIC
IMPROVEMENTS, INCLUDING UNDERGROUND UTILITIES PRIOR TO
THE START OF CONSTRUCTION. CONTRACTOR SHALL REPAIR
AND/OR REPLACE IN-KIND ALL PUBLIC IMPROVEMENTS
DAMAGED, BROKEN, OR REMOVED DURING CONSTRUCTION
· CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH
OF 4000 PSI AT 28 DAYS (UNLESS OTHERWISE NOTED).
· ALL REBAR CROSSINGS TO BE TIED.
· ALL CONSTRUCTION TO BE PLUMB AND TRUE, UNLESS OTHER
WISE NOTED OR INDICATED.
· THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR
ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE. ALL
DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE
ATTENTION OF THE SKATE PARK DESIGNER, OWNER/BUILDER OR
OWNER'S REPRESENTATIVE.
· THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL
CONSTRUCTION METHODS AND FOR SAFETY CONDITIONS AT
THE WORK SITE.
· ALL BRACING, TEMPORARY SUPPORTS, SHORING, ETC.. ARE
THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
OBSERVATION VISITS TO THE JOB SITE BY THE SKATE PARK
DESIGNER OR OWNER, DO NOT INCLUDE INSPECTION OF
CONSTRUCTION PROCEDURES. THE VISIT SHALL NOT BE
CONSTRUED AS CONTINUOUS AND DETAILED INSPECTIONS.
· CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE
CONSTRUCTED SIMILAR TO THE DETAILS FOR THE RESPECTIVE
MATERIALS.
· THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED
CONSTRUCTION PRODUCT. THESE DOCUMENTS, ALTHOUGH
PREPARED WITH CARE AND DILIGENCE, MAY CONTAIN ERRORS,
OMISSIONS, CONTRADICTIONS, ETC. THE CONTRACTOR SHALL
REVIEW ALL DOCUMENTS THOROUGHLY AND SHALL NOTIFY THE
SKATE PARK DESIGNER IMMEDIATELY UPON ANY SUCH
DISCOVERY OR DISCREPANCY. GOVERNING CODES SHALL THEN
APPLY.
· ALL SCALE DIMENSIONS ARE APPROXIMATE. WRITTEN
DIMENSIONS AND DETAILS TAKE PRECEDENCE OVER SCALED
DIMENSIONS. THE CONTRACTOR SHALL CHECK AND VERIFY ALL
SITE DIMENSIONS PRIOR TO PROCEEDING WITH WORK AND
CLARIFY WITH SKATE PARK DESIGNER, OWNER IF NECESSARY.
· DESIGN, MATERIAL, EQUIPMENT AND PRODUCTS OTHER THAN
THOSE DESCRIBED OR INDICATED ON DRAWINGS MAY BE
CONSIDERED FOR USE. APPROVAL FOR SUBSTITUTIONS SHALL
BE OBTAINED FROM THE SKATE PARK DESIGNER
· SHOP DRAWINGS SHALL BE SUBMITTED BY THE CONTRACTOR
FOR THE CLARIFICATION OF DESIGN CONCEPT DETAILS &
SUBSTITUTIONS.
· DURING WORK AND THROUGH ITS COMPLETION, THE
CONTRACTOR SHALL KEEP THE SITE CLEAN TO THE
SATISFACTION OF THE OWNER.
· FINAL MATERIAL, FINISHES AND COLOR SHALL BE APPROVED BY
OWNER AND SKATE PARK DESIGNER PRIOR TO INSTALLATION.
· CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS.
· REFER TO SPECIFICATIONS FOR ANY ADDITIONAL INFORMATION.
N O R T H
10 5 10 200
SCALE: 1"=10'-0"
30
CE
W
CE
W/B
C/M
M
8-13-18
DA
TE
- - - - -
DO
RIS
D
AV
IE
S S
KA
TE
PA
RK
- - - - -
-
-
-
-
-
- - - - -
SHEET NO.
SH
EE
T T
IT
LE
SK
AT
E P
AR
K D
ES
IG
NE
D B
Y
DO
CU
ME
NT
S B
Y
PLA
N C
HE
CK
ED
B
Y
RE
VIS
IO
NS
NO
DE
SC
RIP
TIO
NB
Y
PR
OJE
CT
T
IT
LE
DA
TE
BC
/D
H
OF 13
The use of these plans shall be restricted
to the original site for w
hich they w
ere
prepared, and publication thereof is lim
ited
to such use. R
eproduction, publication or
reuse of these plans or concepts by any
method, in w
hole or part, w
ithout express
written consent from
S
pohn R
anch, Inc. is
prohibited. T
itle to these plans and
concepts belongs to S
pohn R
anch, Inc.
without prejudice. V
isual contact w
ith or
any other use of the planset shall
constitute acceptance of these restrictions.
Copyright ©
2018 S
pohn R
anch, Inc.
68
24
S
. C
EN
TIN
EL
A A
VE
- LO
S A
NG
EL
ES
, C
A 9
02
30
OF
FIC
E (6
26
) 3
30
-5
80
3 ~
F
AX
(6
26
) 3
30
-5
50
3
DE
SIG
N. B
UIL
D. C
OM
E T
OG
ET
HE
R.
A
B
D
F
E
J
Q
R
S
Y
X
T
L
U
G
C H
P
N
V
W
I
O
M
K
L
G
Z
Z
4"
4'-0"
6'-7
7
16
"
6
"
8"
4'-0"
6'-8
5
8
"
1'-5
3 4
"
R5'-0"
8"
4'-2
9
16
"
4
5
°
6
"
6"
4"
6"
4"
6"
4"
6"
4"
6"
4"
6"
4"
6"
4"
6"
4"
6"
4"
6"
6"
4"
6"
4"
6"
4"
6"
4"
6"
4"
6"
4"
6"
4"
6"
4"
6"
4"
6"
4"
6"
4"
4"
6"
4"
6"
4"
4"
4"
4"
4"
FG
4"
4'-0"
6'-7
7
16
"
6
"
8"
6"
4"
4"
6"
4"
6"
4"
6"
4"
11'-0"
6"
6"
6"
4"
6"
4"
6"
4"
6"
4"
4"
6"
4"
6"
FG
FG
8"
1'-6"
R
7
'-0
"
R
2
'
-
0
"
6"
3'-6"
2'-0"
11'-7
1
4
"
20'-8
1
16
"
R
8
'
-
4
1
2
"
2"
6
"
4"
4"
6"
2'-4"
2'-0"
3'-10"
1'-6"
1'-10"
8"
15°
6
"
R
6'-6"
R
6
"
18'-6"
19'-10
3
4
"
8"
7'-3
13
16
" 3'-8
3
16
"
4"
6°
6"
R
6'-6"
11'-0"
8"
1'-0"
8"
6"
R6'-6"
11'-0"
1'-0"
8"
1'-2"
15'-8
7
8
"
6"
6"
R
6
"
6°
8"
6"
R
6
"
6
"
3'-0"
4"
2'-4"
6"
2'-8"
2'-0"
1'-8"
R
6'-6"
13°
5
"
8'-0"11'-5"
19'-5"
5'-4"
8" 8"
4°
4
5
°
4"
2'-0"
1
9
°
1'-8
5
8
"
R
6
'-6
"
2°
2'-4"
8"
11'-0"
1'-0"
5"
3"
30'-0"
8'-0"
R6'-6"
8"
9°
6
"
R
6"
1'-8" 9'-8" 1'-8"
3"
4"
1'-4"
9'-8"
13'-6"
1'-11
13
16
" 11
1
2
"
2'-0"
6"
6"
R
6
'-
6
"
R
4
'-
0
"
R
6
'-6
"
R
6
'-6
"
R
6
'-6
"
R
3
'-
0
"
V
A
R
I
E
S
R
7
'-0
"
R
3
'-0
"
R7'-0"
R
4
'-0
"
R
4
'-
0
"
R
4
'-0
"
R
6
'-6
"
R
6
'
-
0
"
R
8
'-
6
"
V
A
R
IE
S
R
6
'-
6
"
R
7
'-
6
"
45°
6
"
VARIES - 4'-0" MAX.
4'-0
15
16
"
2'-0"
4"
6
"
6
"
8"
6
"
8'-1
3
8
"
VA
RIE
S -
2'-0" M
AX
.
6"
6
"
10'-0
5
8
"
R
6
"
2'-0"
1
9
°
6
"
14'-0
5
8
"
10'-5"
1'-0"
3'-0"
3'-1
3
4
"
2'-0"
5'-0"
6'-5
1
2
"
7
5
°
3'-0"
1
9
°
10'-11
7
16
"
17'-3
1
16
"
4'-7"
R
5
'-
0
"
8"
8'-11
11
16
" 2'-0
5
16
"
6"
3'-0"
2'-6"
1
9
°
6
"
9"
1'-9
5
16
"
6"
4"
6
"
1'-4"
6"
1'-4"
6"
1'-4"
6"
1'-4"
6"
2'-0
5
16
"
6"
7'-4
5
16
"
3'-0"
6"
R
6
"
8"
11'-0"
2'-4"
3'-0"
2'-2"
2'-10"
5'-2"
13°
6
"
1
9
°
8"
2'-0"
3'-5
7
16
"
2'-0"
6"
FG
8"
7'-11
3
4
"
6'-0"
6
"
6
"
6
"
8"
4'-6"
6'-9
11
16
"
8"
VARIES - 5'-7" MAX. 2'-0"
VA
RIE
S -
4'-0" M
AX
.
8"
7'-4"
10'-0"
1'-0"
R
6
'-
6
"
8"
4"
1'-6"
8"
7'-0"
1'-0"
9"
6'-0"
6'-7
3
4
"
9"
1'-9
5
16
"
5'-5
7
16
"
2'-3"
9'-0
15
16
"
1'-10
13
16
"
8"
7'-6"
R
5
'
-
0
"
4"
6
"
6
"
SECTION A SECTION B SECTION C
SECTION D SECTION E
SECTION F SECTION G
SECTION H SECTION I SECTION J SECTION K SECTION L SECTION M
SECTION N SECTION O SECTION P SECTION Q SECTION R SECTION S SECTION T
SECTION U SECTION V SECTION W SECTION X SECTION Y
2'-0"
1'-0
1
4
"
5"
4"
R
4
"
8"
SECTION Z
8'-0"
1'-8"
4"
5"
5"
6'-1
11
16
" 8'-4
11
16
" 6'-1
11
16
"
R
7
'-0
"
R
2
'-
0
"
6"
8"
8"8"
9'-3" 9'-3"
9°
6"
R
6
'-6
"
11'-0"
1'-4"
1
1
'-8
1
1
1
6
"
8'-0
1
16
"
8'-0"
R6'-6"
8"
2
'
-
91
3
1
6"
8"
6
"
8"
6"
8"
7'-8"
SE
CT
IO
NS
6.0
CE
W
CE
W/B
C/M
M
8-13-18
DA
TE
- - - - -
DO
RIS
D
AV
IE
S S
KA
TE
PA
RK
- - - - -
-
-
-
-
-
- - - - -
SHEET NO.
SH
EE
T T
IT
LE
SK
AT
E P
AR
K D
ES
IG
NE
D B
Y
DO
CU
ME
NT
S B
Y
PLA
N C
HE
CK
ED
B
Y
RE
VIS
IO
NS
NO
DE
SC
RIP
TIO
NB
Y
PR
OJE
CT
T
IT
LE
DA
TE
BC
/D
H
OF 13
The use of these plans shall be restricted
to the original site for w
hich they w
ere
prepared, and publication thereof is lim
ited
to such use. R
eproduction, publication or
reuse of these plans or concepts by any
method, in w
hole or part, w
ithout express
written consent from
S
pohn R
anch, Inc. is
prohibited. T
itle to these plans and
concepts belongs to S
pohn R
anch, Inc.
without prejudice. V
isual contact w
ith or
any other use of the planset shall
constitute acceptance of these restrictions.
Copyright ©
2018 S
pohn R
anch, Inc.
68
24
S
. C
EN
TIN
EL
A A
VE
- LO
S A
NG
EL
ES
, C
A 9
02
30
OF
FIC
E (6
26
) 3
30
-5
80
3 ~
F
AX
(6
26
) 3
30
-5
50
3
DE
SIG
N. B
UIL
D. C
OM
E T
OG
ET
HE
R.
4
"
1
1
'
-
4
"
(
B
U
I
L
D
I
N
G
)
1
2
'
-
0
"
(
R
O
O
F
O
V
E
R
A
L
L
)
4
"
G
A
T
E
O
P
E
N
H
O
L
D
W
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S
A
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C
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8
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2
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'
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(
B
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G
)
2
2
'
-
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"
(
R
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)
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REFER TO CURB CORE
DETAIL 2 SHEET 9.0
8
7
5
GR
AD
IN
G &
D
RA
IN
AG
E P
LA
N
7.0
GRADING NOTES
· ALL GRADING SHALL BE IN ACCORDANCE WITH THE
CITY/BOROUGH GRADING CODE AND ANY SPECIAL
REQUIREMENTS OF THE GRADING PERMIT.
· CONTRACTOR TO VERIFY GRADES AND NOTIFY
OWNER'S CONSTRUCTION ADMINISTRATOR PRIOR TO
START OF GRADING WORK.
· SLOPES SHALL BE NO STEEPER THAN 3' HORIZONTAL
TO 1' VERTICAL (3:1) AND SHALL HAVE NOT LESS
THAN 95% COMPACTION OUT TO THEIR FINISH
SURFACES.
· ALL PAVED AREAS SHALL SLOPE AS SHOWN ON
PLANS WITH A 2% MAXIMUM FALL. PLANTED AREAS
SHALL HAVE A MINIMUM 2% FALL.
· FINISH GRADE SHALL HAVE A UNIFORM SURFACE,
FREE OF LUMPS, BUMPS AND DEPRESSIONS AND
ANY OBJECTS THAT MAY PREVENT A POSITIVE FLOW
TO DRAIN.
· ALL PROPOSED PAVING SURFACES SHALL MEET
EXISTING PAVING SURFACES WITH SMOOTH AND
CONTINUOUS TRANSITIONS AND FLUSH ALONG
ENTIRE EDGE.
· CONCRETE WALKS TO HAVE A MAXIMUM CROSS
SLOPE OF 2% AND SHALL MEET ALL CITY AND
COUNTY REQUIREMENTS.
· PRIOR TO CONSTRUCTION, CONTRACTOR SHALL
VERIFY ALL UTILITY LOCATIONS, EXISTING DRAINAGE
STRUCTURES, PARKING LOT IMPROVEMENTS, AND
FINISH FLOOR ELEVATIONS. NOTIFY THE OWNER'S
CONSTRUCTION ADMINISTRATOR IMMEDIATELY UPON
NOTING ANY DISCREPANCIES.
· FINISH GRADE AT TURF AREAS SHALL BE ONE INCH
BELOW FINISH SURFACE OF SIDEWALKS, CURBS OR
PAVED AREAS. PLANTING AREA FINISH GRADE
SHALL BE 2" BELOW SAME UNLESS OTHERWISE
SPECIFIED.
· ALL CONSTRUCTION AREAS SHALL BE FREE OF
ROCK, DEBRIS, ETC. ALL EXISTING WEEDS SHALL BE
REMOVED.
PROPOSED ELEVATIONS
880.00 FS
GRADING LEGEND:
(2872.00) - EXISTING ELEVATION
(VERIFY IN FIELD)
FS - FINISH SURFACE
FG - FINISH GRADE
PROPOSED FLOW DIRECTION
1%
TP - TOP OF PAD
TD - TOP OF DRAIN
INV - INVERT ELEVATION
HP - HIGH POINT
TR - TOP OF RAIL
**SLOPE AREAS TO BE BLENDED IN FIELD
10 5 10 200
SCALE: 1"=10'-0"
30
N O R T H
PROPOSED CONTOURS
PROPOSED 4" SDR 35 DRAIN LINE
TYPICAL SLOPE DETAIL
TL - TOP OF LEDGE
PROPOSED AREA DRAIN
SEE DETAIL 1 ON SHEET 9.0
CE
W
CE
W/B
C/M
M
8-13-18
DA
TE
- - - - -
DO
RIS
D
AV
IE
S S
KA
TE
PA
RK
- - - - -
-
-
-
-
-
- - - - -
SHEET NO.
SH
EE
T T
IT
LE
SK
AT
E P
AR
K D
ES
IG
NE
D B
Y
DO
CU
ME
NT
S B
Y
PLA
N C
HE
CK
ED
B
Y
RE
VIS
IO
NS
NO
DE
SC
RIP
TIO
NB
Y
PR
OJE
CT
T
IT
LE
DA
TE
BC
/D
H
OF 13
The use of these plans shall be restricted
to the original site for w
hich they w
ere
prepared, and publication thereof is lim
ited
to such use. R
eproduction, publication or
reuse of these plans or concepts by any
method, in w
hole or part, w
ithout express
written consent from
S
pohn R
anch, Inc. is
prohibited. T
itle to these plans and
concepts belongs to S
pohn R
anch, Inc.
without prejudice. V
isual contact w
ith or
any other use of the planset shall
constitute acceptance of these restrictions.
Copyright ©
2018 S
pohn R
anch, Inc.
68
24
S
. C
EN
TIN
EL
A A
VE
- LO
S A
NG
EL
ES
, C
A 9
02
30
OF
FIC
E (6
26
) 3
30
-5
80
3 ~
F
AX
(6
26
) 3
30
-5
50
3
DE
SIG
N. B
UIL
D. C
OM
E T
OG
ET
HE
R.
1. TYPICAL SLOPE DETAIL FOR INFORMATIONAL PURPOSES ONLY. ALL SLOPE GRADING AND DRAINAGE
SHALL CONFORM TO APPROVED GRADING PLAN.
CONCRETE PAVING
FINISH GRADE, 2" CLR. @
NOTES
SHRUB AREA, 1" CLR. @ TURF, TYP.
4" AGGREGATE BASE
2'-0" TYP.SEE DRAINAGE PLAN
SE
E D
RA
IN
AG
E
PLA
N
2% MIN.
1:1
1'
1'
2:1
1'
2'
3:1
1'
3'
4:1
1'
4'
5:1
1'
5'
TYPICAL SLOPE FACTORS
COMPACTED SUBGRADE
CATCH BASIN
(MAY CHANGE IN FIELD)
PROPOSED CATCH BASIN
SEE DETAIL THIS SHEET
3
4
" GRAVEL BASE 4" TO 6" DEEP BELOW BASIN.
TO PREVENT STANDING WATER.
NDS # 1242, #1243 & # 1245
UNIVERSAL LOCKING OUTLET
TWIST LOCK INTO POSITION
AT ANY KNOCK OUT.
NOTE:
· NDS ADAPTERS THAT FIT THIS BASIN ARE AS FOLLOWS.
# 1206, # 1242, # 1243 # 1245 & #1266.
FITS 3" & 4"
SOLID WALL OR 6"
CORRUGATED PIPE.
· PERFORATIONS ON NON OPEN SIDES AND BTM.
TO BE CUT OUT WHEN ADDING EXTRA OUTLETS.
PERFORATIONS
SLOPE
TO DRAIN
DRILL
1
8
" WEEP HOLE TYPICAL OF
4 PLACES AT BTM CORNERS.
NDS 9" SQUARE TAPERED
POLYPROPYLENE CATCH BASIN
W/ U.V. INHIBITORS OR SIMILAR.
NDS 9" SQUARE POLYPROPYLENE
GRATE W/ U.V. INHIBITORS. CLASS A
- PEDESTRIAN RATED GRATE.
COMPACTED SOIL
· GRATE TO BE ATTACHED TO CATCH BASIN WITH
SCREW PROVIDED AT TIME OF INSTALLATION.
8
'-0
"
1
'
-
6
"
11'-11
5
16
"
1
2
'
-
0
"
R
7
'
-
0
"
68'-11
1
16
"
19'-10
3
4
"
17'-0
3
8
"
4'-0"
34'-5
9
16
"
R
2
'-
1
1
3
1
6
"
5'-9
3
16
"
33'-3
11
16
"
2
2
'
-
31
3
1
6 "
R
2
1
'
-
0
7
8
"
R
22'-10
3
16
"
R
2
4
'-7
1
2
"
7
'
-
0
"
1
4
'
-
0
"
2
1
'
-
0
"
1
'
-
1
0
1
3
1
6
"
3
'
-
6
1
8
"
5
'
-
5
7
1
6
"
4
'
-
4
1
3
1
6 "
7 1
2 "
6
'
-
01
1
1
6"
9
'-
9
1
5
1
6
"
16'-0"
8
'
-
6
"
7
'
-
7
3
8
"
1
7
'-
7
1
1
6
"
1
3
'
-
71
5
1
6"
7'-7
12
"
1
3
'
-
7 1
5
1
6
"
16'-0" R
1
4
'
-
6
"
4
'
-
71
1
1
6"
3
'
-
6
5
1
6"
V
A
R
I
E
S
10'-0"
5
'
-
0
"
40'-3
3
16
"
R
6
'
-
7
7
1
6
"
1
0
'
-
8
1
2
"
7'-8
7
8
"
5
'
-
3
5
1
6 "
6
'
-
8
5
1
6"
6
'
-
0
1
8
"
7
'
-
0
"
1
1
'
-
4
9
1
6"
1
0
'
-
0
"
9
'
-
95
8"
6
'
-
0
"
1
2
'
-
43
4 "
1
9
'
-
5
"
2
'
-
0
"
2
'
-
9
"
5'-6
15
16
"
2
1
'
-
31
1
1
6"
3
0
'
-
0
"
5
'-6
1
5
1
6
"
2
'
-
9
"
1
3
'
-
6
"
1
1
'
-
7 1
4 "
19'-5"
2
'
-
0
"
1
2
'
-
2
"
1
'
-
85
8"
8
'
-
0
"
1
'
-
6
"
8
'
-
0
"
1
'
-
6
"
P
O
W
D
E
R
C
O
A
T
E
D
S
T
E
E
L
P
O
W
D
E
R
C
O
A
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D
S
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L
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E
R
C
O
A
T
E
D
S
T
E
E
L
P
O
W
D
E
R
C
O
A
T
E
D
S
T
E
E
L
P
O
W
D
E
R
C
O
A
T
E
D
S
T
E
E
L
P
O
W
D
E
R
C
O
A
T
E
D
S
T
E
E
L
P
O
W
D
E
R
C
O
A
T
E
D
S
T
E
E
L
P
O
W
D
E
R
C
O
A
T
E
D
S
T
E
E
L
P
O
W
D
E
R
C
O
A
T
E
D
S
T
E
E
L
P
O
W
D
E
R
C
O
A
T
E
D
S
T
E
E
L
3
0
°
4
3
°
38'-3
7
8
"
41'-6
5
8
"
44'-9
3
8
"
3
'
-
1
7
1
6
"
1
5
'-
1
1
1
2
"
R
2
1
'
-
05
1
6"
1
1
'
-
3
1
1
1
6
"
3
9
°
5
1
°
R
6
'-
0
"
R
1
2
'-9
3
4
"
R
1
3
'-
0
"
R
5
'-
0
"
R
5
'-
0
"
R
8
'
-
6
"
R
8
'
-
6
"
R11'-0"
R
1
'
-
0
"
R
4
'
-
6
"
R
8
'-
6
"
CONCRETE COPING
SEE DETAIL 13
SHEET 9.0
ST
EE
L P
LA
N
8.0
8 4 8 160
SCALE: 1/8"=1'-0"
24
N O R T H
LEGEND
SYMBOL DESCRIPTION FINISH QTY
1.5 x 2 x
3
16
THK.
STEEL EDGING
-SEE SHEET 9.0
HOT DIPPED
GALVANIZED
202'-9"
2" SCH. 40 STEEL
COPING - SEE
SHEET 9.0
HOT DIPPED
GALVANIZED
390'-0"
2" x 5" x 3" x .120"
THK CANTILIVER
STEEL EDGING -
SEE SHEET 9.0
HOT DIPPED
GALVANIZED
37'-8"
GRIND RAIL - SEE
SHEET 11.0
POWDER COATED BUILD PER PLAN
2" STEEL PLATE-
SEE SHEET 9.0
HOT DIPPED
GALVANIZED
285'-0"
PANNED LEDGE -
SEE SHEET 9.0
POWDER COATED BUILD PER PLAN
COPING / RAIL JOINT WELDS
G
COPING
G
COPING
UTILIZE HANDRAIL COUPLERS
@ JOINT FOR WELD BACK UP
CORNER
SPLICE
COPING
END CAP
3/16"
[4.76mm]
GRIND
SMOOTH
END
NOTES :
1. STEEL FINISH TO BE HOT DIPPED GALVANIZED OR POWDER COATED PANTONE 2935 C BLUE AS INDICATED.
2. FINISH MUST OCCUR AFTER ALL WELDING IS COMPLETE.
3. CAP ALL EXPOSED TUBE OR PIPE ENDS AND ROUND ALL SHARP EDGES.
4. ALL WELDS TO BE ALL AROUND.
5. GRIND ALL WELDS SMOOTH BEFORE FINISHING.
6. FABRICATE STEEL GRIND EDGES IN LONG SECTIONS THAT WILL WORK FOR SHIPPING AND REDUCE THE
NUMBER OF WELDS IN THE FIELD.
7. CLEAN METAL EDGES AFTER PLACEMENT OF CONCRETE.
8. POWDER COATING REPAIR-USE AND APPROPRIATELY COLOR MATCHED POWDER COAT TOUCH-UP SPRAY
PAINT ON WELDED OR DAMAGED POWDER COATED SURFACES.
9. HOT DIPPED GALVANIZE REPAIR - FIELD WELDS SHALL BE GROUND SMOOTH AND TREATED WITH COLD
GALVANIZING SPRAY.
10. SEE SPECIFICATIONS SECTION 05 50 00 - METAL FABRICATIONS FOR SKATEPARKS FOR ALL STEEL
SPECIFICATIONS.
CE
W
CE
W/B
C/M
M
8-13-18
DA
TE
- - - - -
DO
RIS
D
AV
IE
S S
KA
TE
PA
RK
- - - - -
-
-
-
-
-
- - - - -
SHEET NO.
SH
EE
T T
IT
LE
SK
AT
E P
AR
K D
ES
IG
NE
D B
Y
DO
CU
ME
NT
S B
Y
PLA
N C
HE
CK
ED
B
Y
RE
VIS
IO
NS
NO
DE
SC
RIP
TIO
NB
Y
PR
OJE
CT
T
IT
LE
DA
TE
BC
/D
H
OF 13
The use of these plans shall be restricted
to the original site for w
hich they w
ere
prepared, and publication thereof is lim
ited
to such use. R
eproduction, publication or
reuse of these plans or concepts by any
method, in w
hole or part, w
ithout express
written consent from
S
pohn R
anch, Inc. is
prohibited. T
itle to these plans and
concepts belongs to S
pohn R
anch, Inc.
without prejudice. V
isual contact w
ith or
any other use of the planset shall
constitute acceptance of these restrictions.
Copyright ©
2018 S
pohn R
anch, Inc.
68
24
S
. C
EN
TIN
EL
A A
VE
- LO
S A
NG
EL
ES
, C
A 9
02
30
OF
FIC
E (6
26
) 3
30
-5
80
3 ~
F
AX
(6
26
) 3
30
-5
50
3
DE
SIG
N. B
UIL
D. C
OM
E T
OG
ET
HE
R.
BOWL DRAIN1 2 3 4 5
6 7 8 910
1112 13 14
CURB CUT SLAB EDGE ACCESS PATH CONNECTION SLIP DOWEL
STEEL STRAPSTEEL EDGINGSAWCUT JOINTCOLD JOINTEXPANSION JOINT
CANTILEVER STEEL EDGING STEEL COPING POOL COPING GRIND LEDGE SEATING
CO
NS
TR
UC
TIO
N D
ET
AIL
S
9.0
CE
W
CE
W/B
C/M
M
8-13-18
DA
TE
- - - - -
DO
RIS
D
AV
IE
S S
KA
TE
PA
RK
- - - - -
-
-
-
-
-
- - - - -
SHEET NO.
SH
EE
T T
IT
LE
SK
AT
E P
AR
K D
ES
IG
NE
D B
Y
DO
CU
ME
NT
S B
Y
PLA
N C
HE
CK
ED
B
Y
RE
VIS
IO
NS
NO
DE
SC
RIP
TIO
NB
Y
PR
OJE
CT
T
IT
LE
DA
TE
BC
/D
H
OF 13
The use of these plans shall be restricted
to the original site for w
hich they w
ere
prepared, and publication thereof is lim
ited
to such use. R
eproduction, publication or
reuse of these plans or concepts by any
method, in w
hole or part, w
ithout express
written consent from
S
pohn R
anch, Inc. is
prohibited. T
itle to these plans and
concepts belongs to S
pohn R
anch, Inc.
without prejudice. V
isual contact w
ith or
any other use of the planset shall
constitute acceptance of these restrictions.
Copyright ©
2018 S
pohn R
anch, Inc.
68
24
S
. C
EN
TIN
EL
A A
VE
- LO
S A
NG
EL
ES
, C
A 9
02
30
OF
FIC
E (6
26
) 3
30
-5
80
3 ~
F
AX
(6
26
) 3
30
-5
50
3
DE
SIG
N. B
UIL
D. C
OM
E T
OG
ET
HE
R.
SKATEPARK TO EXISTING
PVC DRAINLINE,
4" - 90° ELBOW
INVERT ELEVATION
PER GRADING PLAN
FLATWORK
TOP OF DRAIN -
SEE GRADING PLAN FOR
ELEVATION
4" SDR-35 DRAIN LINE -TYP.
COMPACTED SUB-GRADE
4" ADJUSTABLE
PVC OUTLET CONNECTION.
SLOPE
TO DRAIN
SLOPE
TO DRAIN
0.49% MIN.
SLOPE TO
OUTFALL
CONNECT
TO MAINLINE
6"
4"
4"
ZURN FD2210-PV4-NT ADJUSTABLE
FLOOR DRAIN WITH 5" "TYPE B" NICKEL
BRONZE STRAINER, OR APPROVED
EQUAL. INSTALL PER MANUFACTURER'S
RECOMMENDATIONS.
9"3"
4"
COMPACTED
SUB-GRADE
#3 REBAR
@ 16" O.C.
BOTH WAYS
1/2" TOOLED
EDGE ONLY
AT F.G. EDGE
4000 PSI CONCRETE
FLAT WORK*
**
4"
2"
** - DIMENSION SHALL BE 1" BELOW FINISH SURFACE
IF SLAB EDGE IS ADJACENT TO TURF & 2" BELOW
FINISH SURFACE IF SLAB EDGE IS ADJACENT TO
PLANTING AREA
2"
*SKATE PARK SURFACE TO
HAVE STEEL HARD-TROWEL
FINISH. CEASE TROWELING
BEFORE SURFACE BECOMES
GLOSSY. DO NOT TROWEL
BURN SURFACE
9"3"
4"
COMPACTED
SUB-GRADE
#3 REBAR
@ 16" O.C.
BOTH WAYS
2"
EXPANSION JOINT
1/8" TOOLED EDGE
ACCESS PATH
BEYOND
SKATEPARK
4000 PSI CONCRETE
FLAT WORK*
*SKATE PARK SURFACE TO
HAVE STEEL HARD-TROWEL
FINISH. CEASE TROWELING
BEFORE SURFACE BECOMES
GLOSSY. DO NOT TROWEL
BURN SURFACE
#3 REBAR
@ 16" O.C.
BOTH WAYS
COLD OR
EXPANSION
JOINT
4"
SLEEVE FOR SLIP DOWEL
OR WRAP/GREASE ONE
END
1/2" SMOOTH DOWEL
OR REBAR DROP
- SPACE 2'-6" O.C.
ALONG JOINT
1'-6"
9"
1-1/2" MIN.
CLR. TYP.
(CENTER IN
MIDDLE OF SLAB)
BOWLTRANSITION
2" MIN.
CLR. TYP.
TYPICAL STEEL
REINFORCEMENT
2" PRECAST BULL NOSE
CONCRETE POOL COPING WITH
3/8" MORTAR JOINTS. MANUFACTURED
BY TEDDER STONE OR APPROVED
EQUAL. SEE METALS AND COPING PLAN
FOR LOCATION.
APPLY 1/4" BED OF
SPEC MIX ON THE BOTTOM
OF COPING BLOCK
1
2
"
EXPANSION JOINT
*SKATE PARK SURFACE TO
HAVE STEEL HARD-TROWEL
FINISH. CEASE TROWELING
BEFORE SURFACE BECOMES
GLOSSY. DO NOT TROWEL
BURN SURFACE
NOTES:
1. COPING TO OVERHANG FINISHED
WALL 3/8".
2. COPING SHALL BE MINIMUM OF 6,000
PSI AND INSTALLED PER MANUFACTURERS
RECOMMENDATIONS.
COMPACTED
SUB-GRADE
BOWLTRANSITION
2 - #3 REBAR TIES TO
SUPPORT COPING PRIOR
TO SHOTCRETE APPLICATION
STEEL COPING
2 - #3 REBAR TIES TO
SUPPORT COPING PRIOR
TO SHOTCRETE APPLICATION
SPOT WELD TO COPING
TURN REBAR OUT 45°
1'-0"
6"
CONCRETE CYLINDER
FOOTING. 8' O.C. ALONG
BACK OF COPING & WHERE
NEEDED ALONG SMALLER RADII
STEEL COPING - SEE STEEL
PLAN FOR LOCATION
1/8" TOOLED EDGE BOTH
SIDES OF COPING
4000 PSI CONCRETE
FLAT WORK
1/4" TYP. REVEAL
2" MIN.
CLR. TYP.
6
"
COMPACTED
SUB-GRADE
CONSTRUCTION JOINT
HAND SHAPED PRIOR TO
CONCRETE CURING
8"
1'-0"
CONCRETE CYLINDER
FOOTING. 8' O.C. ALONG
BACK OF COPING & WHERE
NEEDED ALONG SMALLER RADII
4"
TYPICAL STEEL
REINFORCEMENT
6"
COPING ANCHOR, 3/8" X 4"
MIN. NELSON STUD
OR SIMILAR@ 18" O.C.
1/4" TYP.
REVEAL
NOTE: WHEN BUILDING SLAB/DECK BEHIND COPING CONSTRUCTION JOINT,
FIRST SATURATE SURFACE DRY (SSD) PREVIOUSLY PLACED CONCRETE
MATERIAL AND THEN UTILIZE SHOTCRETE PLACEMENT METHOD FOR THE
FIRST 2 FEET OF DECK/SLAB BEHIND COPING FOR PROPER PLACEMENT
AND CONSOLIDATION AT THE CONSTRUCTION JOINT.
STEEL NOTES:
1. STEEL FINISH TO BE HOT DIPPED GALVANIZED UNLESS OTHERWISE NOTED.
2. GALVANIZATION MUST OCCUR AFTER ALL WELDING IS COMPLETE.
3. CAP ALL EXPOSED TUBE OR PIPE ENDS AND ROUND ALL SHARP EDGES.
4. ALL WELDS TO BE ALL AROUND.
5. GRIND ALL WELDS SMOOTH BEFORE GALVANIZATION.
6. VENT ADEQUATELY FOR HOT DIP GALVANIZATION.
7. FABRICATE STEEL GRIND EDGES IN LONG SECTIONS THAT WILL WORK FOR
SHIPPING AND REDUCE THE NUMBER OF WELDS IN THE FIELD.
8. CLEAN METAL EDGES AFTER PLACEMENT OF CONCRETE.
9. FIELD WELDS SHALL BE GROUND SMOOTH AND TREATED WITH COLD GALVANIZING SPRAY.
*SKATE PARK SURFACE TO
HAVE STEEL HARD-TROWEL
FINISH. CEASE TROWELING
BEFORE SURFACE BECOMES
GLOSSY. DO NOT TROWEL
BURN SURFACE
COPING ANCHOR, 3/8" X 4"
MIN. NELSON STUD
OR SIMILAR @ 18" O.C.
TYPICAL STEEL
REINFORCEMENT
2" X 5" X 3" X .125 THICK
STEEL EDGING
-SEE STEEL PLAN FOR LOCATION
SKATE ELEMENT
2" CLR. TYP.
2" CLR. TYP.
1/8" MIN. ROUTED EDGE
GROUND SMOOTH
STEEL NOTES:
1. STEEL FINISH TO BE HOT DIPPED GALVANIZED UNLESS OTHERWISE NOTED.
2. GALVANIZATION MUST OCCUR AFTER ALL WELDING IS COMPLETE.
3. CAP ALL EXPOSED TUBE OR PIPE ENDS AND ROUND ALL SHARP EDGES.
4. ALL WELDS TO BE ALL AROUND.
5. GRIND ALL WELDS SMOOTH BEFORE GALVANIZATION.
6. VENT ADEQUATELY FOR HOT DIP GALVANIZATION.
7. FABRICATE STEEL GRIND EDGES IN LONG SECTIONS THAT WILL WORK FOR
SHIPPING AND REDUCE THE NUMBER OF WELDS IN THE FIELD.
8. CLEAN METAL EDGES AFTER PLACEMENT OF CONCRETE.
9. FIELD WELDS SHALL BE GROUND SMOOTH AND TREATED WITH COLD GALVANIZING SPRAY.
COPING ANCHOR, 3/8" X 4"
MIN. NELSON STUD
OR SIMILAR @ 18" O.C.
TYPICAL STEEL
REINFORCEMENT
2" X .120 THICK
STEEL STRAP EDGING
- SEE STEEL
PLAN FOR LOCATION
SKATE ELEMENT
2" CLR. TYP.
1/8" MIN. ROUTED EDGE
GROUND SMOOTH
STEEL NOTES:
1. STEEL FINISH TO BE HOT DIPPED GALVANIZED UNLESS OTHERWISE NOTED.
2. GALVANIZATION MUST OCCUR AFTER ALL WELDING IS COMPLETE.
3. CAP ALL EXPOSED TUBE OR PIPE ENDS AND ROUND ALL SHARP EDGES.
4. ALL WELDS TO BE ALL AROUND.
5. GRIND ALL WELDS SMOOTH BEFORE GALVANIZATION.
6. VENT ADEQUATELY FOR HOT DIP GALVANIZATION.
7. FABRICATE STEEL GRIND EDGES IN LONG SECTIONS THAT WILL WORK FOR
SHIPPING AND REDUCE THE NUMBER OF WELDS IN THE FIELD.
8. CLEAN METAL EDGES AFTER PLACEMENT OF CONCRETE.
9. FIELD WELDS SHALL BE GROUND SMOOTH AND TREATED WITH COLD GALVANIZING SPRAY.
2" CLR. TYP.
2" X .120 THICK
STEEL STRAP EDGING
- SEE STEEL
PLAN FOR LOCATION
1/8" TOOLED EDGE BOTH SIDES
COPING ANCHOR, 3/8" X 4"
MIN. NELSON STUD
OR SIMILAR @ 18" O.C.
TYPICAL STEEL
REINFORCEMENT
1.5" x 2" x 3/16" THICK STEEL EDGING
- SEE STEEL PLAN FOR LOCATION
SKATE ELEMENT
2" CLR. TYP.
2" CLR. TYP.
1/8" MIN. ROUTED EDGE
GROUND SMOOTH
STEEL NOTES:
1. STEEL FINISH TO BE HOT DIPPED GALVANIZED UNLESS OTHERWISE NOTED.
2. GALVANIZATION MUST OCCUR AFTER ALL WELDING IS COMPLETE.
3. CAP ALL EXPOSED TUBE OR PIPE ENDS AND ROUND ALL SHARP EDGES.
4. ALL WELDS TO BE ALL AROUND.
5. GRIND ALL WELDS SMOOTH BEFORE GALVANIZATION.
6. VENT ADEQUATELY FOR HOT DIP GALVANIZATION.
7. FABRICATE STEEL GRIND EDGES IN LONG SECTIONS THAT WILL WORK FOR
SHIPPING AND REDUCE THE NUMBER OF WELDS IN THE FIELD.
8. CLEAN METAL EDGES AFTER PLACEMENT OF CONCRETE.
9. FIELD WELDS SHALL BE GROUND SMOOTH AND TREATED WITH COLD GALVANIZING SPRAY.
4"
COMPACTED
SUB-GRADE
#3 REBAR @ 16"
O.C. BOTH WAYS
4000 PSI CONCRETE
FLAT WORK*
1/4 DEPTH
1/8" SAW CUT - FILL JOINT
WITH SELF LEVELING SEALANT
AND TOOL FLAT. PROTECT
SURROUNDING SURFACE
FROM EXCESS SEALANT.
*SKATE PARK SURFACE TO
HAVE STEEL HARD-TROWEL
FINISH. CEASE TROWELING
BEFORE SURFACE BECOMES
GLOSSY. DO NOT TROWEL
BURN SURFACE
9"3"
4"
COMPACTED
SUB-GRADE
#3 REBAR @ 16"
O.C. BOTH WAYS
4000 PSI CONCRETE
FLAT WORK*
SLIP DOWEL
2"
COLD JOINT - 1/8" TOOLED
EDGE BOTH SIDES
*SKATE PARK SURFACE TO
HAVE STEEL HARD-TROWEL
FINISH. CEASE TROWELING
BEFORE SURFACE BECOMES
GLOSSY. DO NOT TROWEL
BURN SURFACE
9"3"
4"
COMPACTED
SUB-GRADE
#3 REBAR
@ 16" O.C.
BOTH WAYS
4000 PSI CONCRETE
FLAT WORK*SLIP DOWEL
2"
EXPANSION JOINT
1/8" TOOLED EDGE
-APPLY POLYURETHANE BASED
NON-SAGGING ELASTOMERIC
SEALANT AND TOOL FLAT.
PROTECT SURROUNDING SURFACE
FROM EXCESS SEALANT.
1'-6"
PRE-COMPRESSED
EXPANSION MATERIAL
2" CLR. TYP.
CONCRETE SKATE
ELEMENT
*SKATE PARK SURFACE TO
HAVE STEEL HARD-TROWEL
FINISH. CEASE TROWELING
BEFORE SURFACE BECOMES
GLOSSY. DO NOT TROWEL
BURN SURFACE
EXPANSION JOINT
1/8" TOOLED EDGE
-APPLY POLYURETHANE BASED
NON-SAGGING ELASTOMERIC
SEALANT AND TOOL FLAT
PRE-COMPRESSED
EXPANSION MATERIAL
4"
FSFG
4000 PSI CONCRETE
WITH #3 REBAR CONTINUOUS
BOTH WAYS @ 16" O.C.
COMPACTED
SUB-GRADE
SLIP DOWEL
2" CLR. TYP.
EXPANSION JOINT
PRE-COMPRESSED
EXPANSION MATERIAL
STEEL EDGING
VARIES - SEE SECTIONS & LAYOUT PLAN
VA
RIE
S - S
EE
S
EC
TIO
NS
& G
RA
DIN
G P
LA
N6" M
IN
.
STEEL EDGING
15
TYPICAL PANNED LEDGE
COMPACTED
SUB-GRADESLIP DOWEL @16" O.C.
2" CLR. TYP.
VA
RIE
S - S
EE
GR
AD
IN
G P
LA
N
VARIES - SEE
SECTIONS & LAYOUT PLAN
4"
FS
1/8" TOOLED EDGE
-APPLY POLYURETHANE BASED
NON-SAGGING ELASTOMERIC
SEALANT AND TOOL FLAT
PRE-COMPRESSED
EXPANSION MATERIAL
.125" STEEL WALL WITH
1/8" MIN. ROUTED EDGE
GROUND SMOOTH
2" 2"
4000 PSI CONCRETE
#3 REBAR LONG BAR
@ 6" O.C.
#3 REBAR SHORT BAR
@ 12" O.C.
UNDERSIDE OF
STEEL LINED
PANNED LEDGE
16
PANNED BENCH
4"
FS
4"
FS
SE
E S
EC
TIO
NS
& G
RA
DIN
G P
LA
N
5" 5"
SE
E S
EC
TIO
NS
& G
RA
DIN
G P
LA
N
SEE SECTIONS & LAYOUT PLAN
COMPACTED
SUB-GRADE
4000 PSI CONCRETE
FLAT WORK*
#3 REBAR @ 16"
O.C. BOTH WAYS
COMPACTED
SUB-GRADE
4000 PSI CONCRETE
FLAT WORK*
#3 REBAR @ 16"
O.C. BOTH WAYS
2"2"
.125" STEEL WALL WITH
1/8" MIN. ROUTED EDGE
GROUND SMOOTH
*SKATE PARK SURFACE TO
HAVE STEEL HARD-TROWEL
FINISH. CEASE TROWELING
BEFORE SURFACE BECOMES
GLOSSY. DO NOT TROWEL
BURN SURFACE
EXPANSION
JOINT EXPANSION
JOINT
5"
2" MIN.
CLR. TYP.
4000 PSI CONCRETE
NOTES:
· GRIND RAIL FINISH TO BE POWDER COATED COLOR PANTONE 2935 C
· POWDER COATING MUST OCCUR AFTER ALL WELDING IS COMPLETE
· CAP ALL EXPOSED TUBE OR PIPE ENDS AND ROUND ALL SHARP EDGES
· ALL WELDS TO BE ALL AROUND
· GRIND ALL WELDS SMOOTH BEFORE POWDER COATING
· VENT ADEQUATELY FOR POWDER COATING
· FABRICATE STEEL GRIND EDGES IN LONG SECTIONS THAT WILL WORK
FOR SHIPPING AND REDUCE THE NUMBER OF WELDS IN THE FIELD.
· POWDER COATING REPAIR—USE AN APPROPRIATELY COLOR MATCHED
POWDER COAT TOUCH-UP SPRAY PAINT ON WELDED OR DAMAGED
POWDER COATED SURFACES.
SLIP DOWEL @ 16" O.C. SLIP DOWEL @ 16" O.C.
#3 REBAR LONG BAR
@ 6" O.C.
#3 REBAR SHORT BAR
@ 12" O.C.
17
PANNED LEDGE
SINGLE KINKED
4"
FS
VARIES - SEE SECTIONS & LAYOUT PLAN
4"
SE
E S
EC
TIO
NS
& G
RA
DIN
G P
LA
N
SE
E S
EC
TIO
NS
& G
RA
DIN
G P
LA
N
SE
E S
EC
TIO
NS
& G
RA
DIN
G P
LA
N
SEE SECTIONS
.125" STEEL WALL WITH
1/8" MIN. ROUTED EDGE
GROUND SMOOTH
EXPANSION
JOINT
5
"
COMPACTED
SUB-GRADE
4000 PSI CONCRETE
FLAT WORK*
EXPANSION
JOINT
*SKATE PARK SURFACE TO
HAVE STEEL HARD-TROWEL
FINISH. CEASE TROWELING
BEFORE SURFACE BECOMES
GLOSSY. DO NOT TROWEL
BURN SURFACE
5"
5"
2"
2"
NOTES:
· STEEL FINISH TO BE POWDER COATED COLOR PANTONE 2935 C.
· POWDER COATING MUST OCCUR AFTER ALL WELDING IS COMPLETE
· CAP ALL EXPOSED TUBE OR PIPE ENDS AND ROUND ALL SHARP EDGES
· ALL WELDS TO BE ALL AROUND
· GRIND ALL WELDS SMOOTH BEFORE POWDER COATING
· VENT ADEQUATELY FOR POWDER COATING
· FABRICATE STEEL GRIND EDGES IN LONG SECTIONS THAT WILL WORK FOR SHIPPING
AND REDUCE THE NUMBER OF WELDS IN THE FIELD.
· POWDER COATING REPAIR—USE AN APPROPRIATELY COLOR MATCHED POWDER COAT
TOUCH-UP SPRAY PAINT ON WELDED OR DAMAGED POWDER COATED SURFACES.
4000 PSI CONCRETE
SLIP DOWEL @ 16" O.C.
SLIP DOWEL @ 16" O.C.
#3 REBAR LONG BAR
@ 6" O.C.
#3 REBAR SHORT BAR
@ 12" O.C.
1'-0" MINIMUM FROM ANY
JOINT OR DRIVEWAY
3" DIA. MAX DRAIN
GUTTER
1" MIN.
3" DIA. DRAIN MAX
*SAW CUTTING THROUGH
CURB IS PROHIBITED
3"
1-1/2" MAX.
PLACE CONDUIT DURING
CURB CONSTRUCTION AT 1%
SLOPE TO STREET
TRIM EXCESS FLUSH
WITH CURB FACE
NOTES:
1. DRAINS THROUGH CURB ARE PROHIBITED,
UNLESS REPLACING AN EXISTING CURB DRAIN THAT
HAS BEEN DAMAGED, OR AS DIRECTED BY THE ENGINEER.
2. CORING THE CURB IS THE ONLY APPROVED METHOD,
LEAVING AS MUCH CONCRETE COVER OVER THE CORE AS POSSIBLE.
FS
TYPICAL
18
CANTILEVER MANUAL PAD
CO
NS
TR
UC
TIO
N D
ET
AIL
S
10.0
CE
W
CE
W/B
C/M
M
8-13-18
DA
TE
- - - - -
DO
RIS
D
AV
IE
S S
KA
TE
PA
RK
- - - - -
-
-
-
-
-
- - - - -
SHEET NO.
SH
EE
T T
IT
LE
SK
AT
E P
AR
K D
ES
IG
NE
D B
Y
DO
CU
ME
NT
S B
Y
PLA
N C
HE
CK
ED
B
Y
RE
VIS
IO
NS
NO
DE
SC
RIP
TIO
NB
Y
PR
OJE
CT
T
IT
LE
DA
TE
BC
/D
H
OF 13
The use of these plans shall be restricted
to the original site for w
hich they w
ere
prepared, and publication thereof is lim
ited
to such use. R
eproduction, publication or
reuse of these plans or concepts by any
method, in w
hole or part, w
ithout express
written consent from
S
pohn R
anch, Inc. is
prohibited. T
itle to these plans and
concepts belongs to S
pohn R
anch, Inc.
without prejudice. V
isual contact w
ith or
any other use of the planset shall
constitute acceptance of these restrictions.
Copyright ©
2018 S
pohn R
anch, Inc.
68
24
S
. C
EN
TIN
EL
A A
VE
- LO
S A
NG
EL
ES
, C
A 9
02
30
OF
FIC
E (6
26
) 3
30
-5
80
3 ~
F
AX
(6
26
) 3
30
-5
50
3
DE
SIG
N. B
UIL
D. C
OM
E T
OG
ET
HE
R.
4000 PSI CONCRETE
WITH #3 REBAR CONTINUOUS
BOTH WAYS @ 16" O.C.
COMPACTED
SUB-GRADE
SLIP DOWEL
2" CLR. TYP.
VA
RIE
S - S
EE
GR
AD
IN
G P
LA
N
VARIES - SEE SECTIONS & LAYOUT PLAN
4"
FS
EXPANSION JOINT
1/8" TOOLED EDGE
-APPLY POLYURETHANE BASED
NON-SAGGING ELASTOMERIC
SEALANT AND TOOL FLAT
PRE-COMPRESSED
EXPANSION MATERIAL
CANTILEVER STEEL TRAY
4"
FS
5"
2"
3"
19
TYPICAL STAIRS
4000 PSI CONCRETE
WITH #3 REBAR CONTINUOUS
BOTH WAYS @ 16" O.C.
COMPACTED
SUB-GRADE
4"
FS
4"
FS
2" TYP.
SLIP DOWEL
EXPANSION JOINT
STEEL EDGING
EXPANSION JOINT
SE
E S
EC
TIO
NS
& G
RA
DIN
G P
LA
N
SEE LAYOUT PLAN & SECTIONS
6
"
T
Y
P
.
2" CLR. TYP.
TYP. 1/2" FINISHED NOSE
STEEL EDGING
*STEEL TROWEL FINISH
CEASE TROWEL BEFORE GLASS FORMS
DO NOT BURN SURFACE
20
EURO GAP
VA
RIE
S - S
EE
SE
CT
IO
NS
&
GR
AD
IN
G P
LA
N
VARIES - SEE SECTIONS & LAYOUT PLAN
4000 PSI CONCRETE
WITH #3 REBAR CONTINUOUS
BOTH WAYS @ 12" O.C.
SLIP DOWEL
EXPANSION JOINT
SEE
SECTIONS
FS
4000 PSI CONCRETE
FLAT WORK*
#3 REBAR @ 16"
O.C. BOTH WAYS
4"
STEEL EDGING
2" MIN.
CLR. TYP.
6
"
FS
4"
SLIP DOWELBASE COURSE
COLD JOINT
SE
E
SE
CT
IO
NS
6"
8" MAX.
COMPACTED
SUB-GRADE
*SKATE PARK SURFACE TO
HAVE STEEL HARD-TROWEL
FINISH. CEASE TROWELING
BEFORE SURFACE BECOMES
GLOSSY. DO NOT TROWEL
BURN SURFACE
21
TYPICAL RADIUS WEDGE
6"
MAX
VARIES - SEE SECTIONS & LAYOUT PLAN
HE
IG
HT
V
AR
IE
S -
SE
E G
RA
DIN
G P
LA
N
FS
FS
4000 PSI CONCRETE
FLAT WORK*
#3 REBAR @ 16"
O.C. BOTH WAYS
4000 PSI CONCRETE
WITH #3 REBAR CONTINUOUS
BOTH WAYS @ 12" O.C.
4"
4"
SLIP DOWEL
SLIP DOWEL
COMPACTED
SUB-GRADE
COLD JOINT
COLD JOINT
R
6
"
T
Y
P
.
6" TYP.
2" MIN.
CLR. TYP.
8" MAX.
S
E
E
S
E
C
T
IO
N
S
F
O
R
R
A
D
II
*SKATE PARK SURFACE TO
HAVE STEEL HARD-TROWEL
FINISH. CEASE TROWELING
BEFORE SURFACE BECOMES
GLOSSY. DO NOT TROWEL
BURN SURFACE
22
KINKED RADIUS WEDGE EXTENSION
24
QUARTER PIPE TRANSITION
8" MAX
UNLESS
OTHERWISE
NOTED
6
"
FS
FS
2" MIN.
CLR. TYP.
4"
SLIP DOWEL
COMPACTED
SUB-GRADE
COLD JOINT
4000 PSI CONCRETE
FLAT WORK
#3 REBAR @ 16"
O.C. BOTH WAYS
4"
4000 PSI CONCRETE
FLAT WORK*
#3 REBAR @ 16"
O.C. BOTH WAYS
4000 PSI SHOTRETE
WITH #3 REBAR CONTINUOUS
BOTH WAYS @ 12" O.C.
STEEL COPING
2 - #3 REBAR TIES TO
SUPPORT COPING PRIOR
TO SHOTCRETE APPLICATION
CONCRETE CYLINDER
FOOTING. 8' O.C. ALONG
BACK OF COPING & WHERE
NEEDED ALONG SMALLER RADII
STEEL COPING
2 - #3 REBAR TIES TO
SUPPORT COPING PRIOR
TO SHOTCRETE APPLICATION
SPOT WELD TO COPING
TURN REBAR OUT 45°
1'-0"
6"
S
E
E
S
E
C
T
I
O
N
S
HE
IG
HT
V
AR
IE
S - S
EE
G
RA
DIN
G P
LA
N
SEE LAYOUT PLAN & SECTIONS
*STEEL TROWEL FINISH
CEASE TROWEL BEFORE
GLASS FORMS
DO NOT BURN SURFACE
COMPACTED
SUB-GRADE
8"
CONSTRUCTION JOINT
NOTE: WHEN BUILDING SLAB/DECK BEHIND COPING CONSTRUCTION JOINT,
FIRST SATURATE SURFACE DRY (SSD) PREVIOUSLY PLACED CONCRETE
MATERIAL AND THEN UTILIZE SHOTCRETE PLACEMENT METHOD FOR THE
FIRST 2 FEET OF DECK/SLAB BEHIND COPING FOR PROPER PLACEMENT
AND CONSOLIDATION AT THE CONSTRUCTION JOINT.
25
TRANSITION WITH POOL COPING
TYPICAL
8" MAX
6
"
FS
FS
2" MIN.
CLR. TYP.
4"
SLIP DOWEL
COMPACTED
SUB-GRADE
COLD JOINT
#3 REBAR @ 16"
O.C. BOTH WAYS
4"
4000 PSI CONCRETE
FLAT WORK*
#3 REBAR @ 16"
O.C. BOTH WAYS
4000 PSI SHOTRETE
WITH #3 REBAR CONTINUOUS
BOTH WAYS @ 12" O.C.
S
E
E
S
E
C
T
I
O
N
S
HE
IG
HT
V
AR
IE
S - S
EE
G
RA
DIN
G P
LA
N
SEE LAYOUT PLAN & SECTIONS
COMPACTED
SUB-GRADE
8"
*SKATE PARK SURFACE TO
HAVE STEEL HARD-TROWEL
FINISH. CEASE TROWELING
BEFORE SURFACE BECOMES
GLOSSY. DO NOT TROWEL
BURN SURFACE
PRE-MANUFACTURED POOL COPING
- SEE STEEL PLAN FOR LOCATION AND TYPE
MANUFACTURED BY TEDDER STONE
OR APPROVED EQUAL
EXPANSION JOINT
4000 PSI CONCRETE
FLAT WORK
4"
4"
STEEL COPING
SE
E S
EC
TIO
NS
A
ND
G
RA
DIN
G P
LA
N
VARIES - SEE SECTIONS AND LAYOUT PLAN
SEE SECTIONS
AND LAYOUT PLAN
VARIES - SEE SECTIONS
AND LAYOUT PLAN
4000 PSI CONCRETE
FLAT WORK*
#3 REBAR @ 16"
O.C. BOTH WAYS
FS
COMPACTED
SUB-GRADE
COLD JOINT
SLIP DOWEL
6
"
S
E
E
S
E
C
T
I
O
N
S
4000 PSI SHOTRETE
WITH #3 REBAR CONTINUOUS
BOTH WAYS @ 12" O.C.
COMPACTED
SUB-GRADE
COLD JOINT
SLIP DOWEL
SE
E S
EC
TIO
NS
AN
D G
RA
DIN
G P
LA
N
FS
4000 PSI CONCRETE
FLAT WORK*
#3 REBAR @ 16"
O.C. BOTH WAYS
1/2" TOOLED
EDGE
27
WAVE WALL RIDE
26
QUARTER PIPE TRANSITION
DOUBLE
28
TYPICAL ROLL IN
8"
VA
RIE
S - S
EE
G
RA
DIN
G
PLA
N &
S
EC
TIO
NS
6
"
S
E
E
S
E
C
T
I
O
N
S
S
E
E
S
E
C
T
I
O
N
S
SEE LAYOUT & SECTIONS
4"
4000 PSI CONCRETE
FLAT WORK*
#3 REBAR @ 16"
O.C. BOTH WAYS
FS
COMPACTED
SUB-GRADE
COLD JOINT
SLIP DOWEL
4"
SLIP DOWEL
COLD JOINT
4000 PSI SHOTRETE
WITH #3 REBAR CONTINUOUS
BOTH WAYS @ 12" O.C.
4000 PSI CONCRETE
FLAT WORK*
#3 REBAR @ 16"
O.C. BOTH WAYS
FS
6"
*SKATE PARK SURFACE TO
HAVE STEEL HARD-TROWEL
FINISH. CEASE TROWELING
BEFORE SURFACE BECOMES
GLOSSY. DO NOT TROWEL
BURN SURFACE
29
ROLL OVER
4000 PSI CONCRETE
WITH #3 REBAR CONTINUOUS
BOTH WAYS @ 16" O.C.
SLIP DOWEL
8"
MAX.
VARIES - SEE SECTIONS & LAYOUT PLAN
8"
MAX.
4"
HEIGHT VARIES -
SEE SECTIONS &
GRADING PLAN
S
E
ES
E
C
T
I
O
N
S
S
E
E
S
E
C
TIO
N
S
S
E
E
S
E
C
T
I
O
N
S
6"
FS
SLIP DOWEL
COMPACTED
SUB-GRADE
COLD JOINT
COMPACTED
SUB-GRADE
4"
FS
COMPACTED
SUB-GRADE
COLD JOINT
S
E
E
S
E
C
TIO
N
S
*SKATE PARK SURFACE TO
HAVE STEEL HARD-TROWEL
FINISH. CEASE TROWELING
BEFORE SURFACE BECOMES
GLOSSY. DO NOT TROWEL
BURN SURFACE
4"
5"
SEE SECTION AND LAYOUT PLAN
SE
E S
EC
TIO
NS
A
ND
G
RA
DIN
G P
LA
N
COLD JOINT
SLIP DOWEL
COMPACTED
SUB-GRADE
FG
4000 PSI CONCRETE
WITH #3 REBAR CONTINUOUS
BOTH WAYS @ 12" O.C.
S
E
E
S
E
C
T
IO
N
S
8" MAX.
4000 PSI CONCRETE
FLAT WORK*
#3 REBAR @ 16"
O.C. BOTH WAYS
*SKATE PARK SURFACE TO
HAVE STEEL HARD-TROWEL
FINISH. CEASE TROWELING
BEFORE SURFACE BECOMES
GLOSSY. DO NOT TROWEL
BURN SURFACE
FS
2" MIN.
CLR. TYP.
STEEL COPING
TIE OR
TACK-WELD
REBARS AT
JUNCTION
S
E
E
S
E
C
T
I
O
N
S
8" MAX.
4"
4000 PSI CONCRETE
FLAT WORK*
#3 REBAR @ 16"
O.C. BOTH WAYS
FS
SLIP DOWEL
COLD JOINT
4"
FS
4000 PSI SHOTRETE
WITH #3 REBAR CONTINUOUS
BOTH WAYS @ 12" O.C.
2" MIN.
CLR. TYP.
6
"
COMPACTED
SUB-GRADE
VARIES - SEE SECTIONS & LAYOUT PLAN
HE
IG
HT
V
AR
IE
S -
SE
E G
RA
DIN
G P
LA
NS
E
E
S
E
C
T
I
O
N
S
STEEL STRAPSTEEL STRAP
VARIES - SEE SECTIONS & LAYOUT PLAN
SEE SECTIONS
& LAYOUT PLAN
HE
IG
HT
V
AR
IE
S -
SE
E G
RA
DIN
G P
LA
N
S
E
E
S
E
C
T
IO
N
S
S
E
E
S
E
C
T
IO
N
S
*SKATE PARK SURFACE TO
HAVE STEEL HARD-TROWEL
FINISH. CEASE TROWELING
BEFORE SURFACE BECOMES
GLOSSY. DO NOT TROWEL
BURN SURFACE
4000 PSI CONCRETE
FLAT WORK*
#3 REBAR @ 16"
O.C. BOTH WAYS
SLIP DOWEL
COLD JOINT
COMPACTED
SUB-GRADE
23
LA HIGH WALL
FG
STEEL STRAP
4000 PSI CONCRETE
WITH #3 REBAR CONTINUOUS
BOTH WAYS @ 12" O.C.
SEE
SECTIONS
SE
E S
EC
TIO
NS
& G
RA
DIN
G P
LA
N
SEE SECTIONS & LAYOUT PLAN
S
E
E
S
E
C
T
IO
N
S
8" MAX
SLIP DOWEL
COLD JOINT
COMPACTED
SUB-GRADE
2" MIN.
CLR. TYP.
*SKATE PARK SURFACE TOHAVE STEEL HARD-TROWELFINISH. CEASE TROWELINGBEFORE SURFACE BECOMESGLOSSY. DO NOT TROWELBURN SURFACE
FS
4"
CO
NS
TR
UC
TIO
N D
ET
AIL
S
11.0
CE
W
CE
W/B
C/M
M
8-13-18
DA
TE
- - - - -
DO
RIS
D
AV
IE
S S
KA
TE
PA
RK
- - - - -
-
-
-
-
-
- - - - -
SHEET NO.
SH
EE
T T
IT
LE
SK
AT
E P
AR
K D
ES
IG
NE
D B
Y
DO
CU
ME
NT
S B
Y
PLA
N C
HE
CK
ED
B
Y
RE
VIS
IO
NS
NO
DE
SC
RIP
TIO
NB
Y
PR
OJE
CT
T
IT
LE
DA
TE
BC
/D
H
OF 13
The use of these plans shall be restricted
to the original site for w
hich they w
ere
prepared, and publication thereof is lim
ited
to such use. R
eproduction, publication or
reuse of these plans or concepts by any
method, in w
hole or part, w
ithout express
written consent from
S
pohn R
anch, Inc. is
prohibited. T
itle to these plans and
concepts belongs to S
pohn R
anch, Inc.
without prejudice. V
isual contact w
ith or
any other use of the planset shall
constitute acceptance of these restrictions.
Copyright ©
2018 S
pohn R
anch, Inc.
68
24
S
. C
EN
TIN
EL
A A
VE
- LO
S A
NG
EL
ES
, C
A 9
02
30
OF
FIC
E (6
26
) 3
30
-5
80
3 ~
F
AX
(6
26
) 3
30
-5
50
3
DE
SIG
N. B
UIL
D. C
OM
E T
OG
ET
HE
R.
30
CONCRETE FOOTING
SIZE VARIES - SEE DETAILS FOR
HEIGHTS, MATERIALS & SIZES
HE
IG
HT
V
AR
IE
S - S
EE
CO
NS
TR
UC
TIO
N D
ET
AILS
CONCRETE
FLAT WORK
COMPACTED
SUB-GRADE
4"
1'-4"
1'-0"
2"
6"
3"
MIN
.
CONCRETE
FOOTING
2 - #3 REBAR @ 6" LONG -
DRILLED THROUGH AND
CROSSED ABOVE TO STABILIZE
31
FLAT LONG RAIL
30'-0"
1'-4
"
9'-11"9'-11"9'-11"
29'-9"
NOTES:
· STEEL FINISH TO BE POWDER COATED COLOR PANTONE 2935 C
· POWDER COATING MUST OCCUR AFTER ALL WELDING IS COMPLETE
· CAP ALL EXPOSED TUBE OR PIPE ENDS AND ROUND ALL SHARP EDGES
· ALL WELDS TO BE ALL AROUND
· GRIND ALL WELDS SMOOTH BEFORE POWDER COATING
· VENT ADEQUATELY FOR POWDER COATING
· GRIND RAIL TO BE 2"X3" LEGS 2"X4" TOP BAR TUBULAR STEEL
· SEE TYPICAL GRIND RAIL FOOTING DETAIL THIS SHEET FOR PLACEMENT
3"
4"
2" x 3" LEGS
2" x 4" TOP BAR
TYPICAL
GMAW
5/16x5/16
1'-4
"1
'-6
"
TYPICAL
GMAW
5/16x5/16
32
FLAT SHORT RAIL
1'-2"
1'-4"
2'-6"
13'-6"
3"
6'-7
1
2
" 6'-7
1
2
"
13'-3"
4"
NOTES:
· STEEL FINISH TO BE POWDER COATED COLOR PANTONE 2935 C
· POWDER COATING MUST OCCUR AFTER ALL WELDING IS COMPLETE
· CAP ALL EXPOSED TUBE OR PIPE ENDS AND ROUND ALL SHARP EDGES
· ALL WELDS TO BE ALL AROUND
· GRIND ALL WELDS SMOOTH BEFORE POWDER COATING
· VENT ADEQUATELY FOR POWDER COATING
· GRIND RAIL TO BE 2"X3" LEGS 2"X4" TOP BAR TUBULAR STEEL
· SEE TYPICAL GRIND RAIL FOOTING DETAIL THIS SHEET FOR PLACEMENT
2" x 3" LEGS
2" x 4" TOP BAR
TYPICAL
GMAW
5/16x5/16
33
DOUBLE RAKED GRIND RAIL
TYPICAL
GMAW
5/16x5/16
NOTES:
· STEEL FINISH TO BE POWDER COATED COLOR PANTONE 2935 C
· POWDER COATING MUST OCCUR AFTER ALL WELDING IS COMPLETE
· CAP ALL EXPOSED TUBE OR PIPE ENDS AND ROUND ALL SHARP EDGES
· ALL WELDS TO BE ALL AROUND
· GRIND ALL WELDS SMOOTH BEFORE POWDER COATING
· VENT ADEQUATELY FOR POWDER COATING
· GRIND RAIL TO BE 2-3/8" O.D. SCH. 40 PIPE
· SEE TYPICAL GRIND RAIL FOOTING DETAIL THIS SHEET FOR PLACEMENT
9'-10
3
16
" 9'-10
3
16
"
19'-8
3
8
"
2'-4"
1'-4"
3'-8"
1'-6"
9'-11
3
8
"
19'-10
3
4
"
10'-0
3
4
"
17°
9°
1'-3
3 4
"
8"
1'-4"
9
1
8
"
8"
RAINBOW GRIND RAIL
34
1'-4"
11'-5
1
4
"
11'-7
1
4
"
2'-4"
3'-8"
NOTES:
· STEEL FINISH TO BE POWDER COATED. COLOR TO BE PANTONE 2935 C.
· POWDER COATING MUST OCCUR AFTER ALL WELDING IS COMPLETE
· CAP ALL EXPOSED TUBE OR PIPE ENDS AND ROUND ALL SHARP EDGES
· ALL WELDS TO BE ALL AROUND
· GRIND ALL WELDS SMOOTH BEFORE POWDER COATING
· VENT ADEQUATELY FOR POWDER COATING
· GRIND RAIL TO BE 2"X3" TUBULAR STEEL
· SEE TYPICAL GRIND RAIL FOOTING DETAIL THIS SHEET FOR PLACEMENT
2"
RAKED GRIND RAIL
35
2'-4"
2'-10"
1'-4"
12'-4
3
4
"
2'-2"
3'-8"
1
2
'-8
9
1
6
"
1'-4"
6'-1
3
16
" 6'-1
3
16
"
12'-2
3
8
"
NOTES:
· STEEL FINISH TO BE POWDER COATED COLOR
PANTONE 2935 C
· POWDER COATING MUST OCCUR AFTER ALL WELDING
IS COMPLETE
· CAP ALL EXPOSED TUBE OR PIPE ENDS AND ROUND
ALL SHARP EDGES
· ALL WELDS TO BE ALL AROUND
· GRIND ALL WELDS SMOOTH BEFORE POWDER
COATING
· VENT ADEQUATELY FOR POWDER COATING
· GRIND RAIL TO BE 2-3/8" O.D. SCH 40 PIPE
· SEE TYPICAL GRIND RAIL FOOTING DETAIL THIS
SHEET FOR PLACEMENT
6
'-0
5
8
"
6
'-0
5
8
"
1'-3
3 4
"
8
3
16
"
1'-4"
1'-4
1 2
"
13°
2
3
8
"
2
3
8
"
POLE JAM TO RAKED GRIND RAIL
36
15'-8
3
8
"
1'-4"
17'-0
3
8
"
1
'
-
1
0 5
8
"
15'-8
7
8
"
4°
1'-2"
1'-4"
1'-2"
2'-6"
1'-4"
4
5
°
16'-10"
5'-1
5
8
" 5'-2
13
16
" 6'-5
9
16
"
NOTES:
· STEEL FINISH TO BE POWDER COATED COLOR PANTONE
2935 C
· POWDER COATING MUST OCCUR AFTER ALL WELDING IS
COMPLETE
· CAP ALL EXPOSED TUBE OR PIPE ENDS AND ROUND ALL
SHARP EDGES
· ALL WELDS TO BE ALL AROUND
· GRIND ALL WELDS SMOOTH BEFORE POWDER COATING
· VENT ADEQUATELY FOR POWDER COATING
· GRIND RAIL TO BE 2-3/8" O.D. SCH 40 PIPE
· SEE TYPICAL GRIND RAIL FOOTING DETAIL THIS SHEET FOR
PLACEMENT
2
3
8
"
2
3
8
"