HomeMy WebLinkAboutR-406960vvvvvvvvvvvvvvvvv
"vvvvvvvvvvvvvvvv
°°°°°°°°°°°°°°°°°
vvvvvvvvvvvvvvvvv
FOR
PERGOLA STRUCTURE
vvvvvvvvvvvvvvvvv
,
7°°°°°°°°°°°°°°°°°
SEE
ARCH DWGS
vvvvvvvvvvvvvvvvvv
vvvvvvvvvvvvvvvvv
vvvvvvvvvvvvvvvvv
vvvvvvvv vvv
vvvvvvvv v v v v v v v vvvv
vvv vvvvvvvv vvvv
vvvvvvvvvvvvvvvvvvvv vvvvvvvvvv
vvvvvvvvvvvvvvvvvvvvvvvvvvvv
v v v v v v v v v v v v v v v v v v v v v v v v v v v v vv
�
vvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvv
I
° v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v
v vvvvvvvvvvvvvvv v v v v v v v v v v v v v v v v v v v v v v
i
°vvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvv
�
Vv v v vvvvvv vvvvvvvv vvvvvvvvvvvvvvvvvvvv v
v vvvvvvvvvvvvvvvvvvvv °vvvvvvvvvvvvvvvvvG
v,
vvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvv,
vv
°vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv -vvvv
vv.
v vvvvvvvvvvvvvvvv v v vvvvvvvvvvvvv v v v v
v v v v
vvv -vvvvvvvvvvvvvvvvvvvvvvvv"""" »vvv
-vvvvvvvvvvvvvvvvv vvv vv-
vvvvv
7 v v vvvvvvvv vvvvv v
vvvvvvvvvvvvvvvvv
v.
^ \� °° v v v
<
1 /4" FLAT
WASHER,
vvvvvvvvvvvvvvvvv
°°°°°°°°°°°°°°°°°
vvv
-
o, °vvvvv vv
vvvv° j
TYP; MFRS
PROVIDED
vvvvvvvvvvvvvvvvv
vvvvvvvvvvvvvvvvvv
�
v�"
,off .vvv
v vv
,
/
vvvvvvvvvvvvvvvvv vv
v v v v v v v v v v v v v v v v v v v v ,v v
v v
vv
vvvv v
v vv
! v v v C \
v
1/4" LOCK
WASHER,
vvvvvvvvvvvvvvvvv�
vvv v
vvvvvvvvvv
°°°°°°°°°°°°°°°°
°°`
7 °°° ° ` \
TYP; MFRS
PROVIDED
°°°°°°°°°°°°°°°`
vvvvvvvvvvvvvvv
°°°
vvvvv vv
k
°° vvvvvvv vv
PERGOLA
POST & FOOTING,
ZZ
vvvvvvvvvvvvvvv
7 V V V V V°°°°°°°°°° 6'
v vvvvvvvvvvvvv '7 C +
°v vvvvvvvvvvv
v v v v v v'
TYP; SEE
STRUCTURAL DWGS
1 /4" HEX
NUT, TYP;
7 v v v v v v v v v v v v v v v
°°°°°°°°°°°°°°°'
-�
w
v v v v v v v v v v v
vvvv °°°° °° \
MFRS
PROVIDED
✓ v v v v v v v v v v v vvv v
v
v v v v v v v v v v
00
vvvvvvvvvvvvvvv
-4°°°°°°°°°°°°°°I
'°°°
vv vvvvv
°°
° °°°°°
6" CONC
CURB, TYP;
PAVING &
�
CSBC r�
vvvvvvvvvvvvvvv
°°°°°°°°°°°°°°°°
vvvv
7VVV
vvvvvvvvv
°°° vvvv°°°
SEE CIVIL
DWGS
(vvvvvvvvvvvvvvv.
vvvvvvvv
SEE CIVIL
DWGS
v v v v v v v v v v v v v v v v
v-
v v v
L2
FLUSH,
vvvvvvvvvvvvvvv
✓vvvvvvvvvvvvvvv
vv
7vv vv
vvvvv v
vvvvvvvv
TYP
1'-3" CLR BETWEEN °° v° vvvv°° ° \ PROVIDE COLD JOINT WITH
PERGOLA POST Bc BACK 7°°` �`` vvvv° vvvv°° ° DOWEL WHERE CONC CURB &
vvvv vv vvvvvv v
° PERGOLA FOOTING MEET, TYP
OF BENCH TYP vvvv° �� vvvv°° °`\
� vvvvvv vvvvvv vvvv vvv vv vv \
. vvvvvvvv v v vvvv v v vvvvvv
v vvvv vvvv vvvvv v v v v - v v v vvv
vvvvvvvvvvvvvvvvv v v vvvvv\
vvvvvvvvvvvvvvvv vvvvv vvvv
vvvvvvvvvvvvvvvvvvvvvv vv vv vv"
vvvvvvvvvvvvvvv vvvv vvvvvv vv\
°°°°°°°°°°°°°°°° °°°°°°°° EDGE OF CONC CURB
vvvvvvvvvvvvvvv vvv- vvvvvvv �'
--------------- vv v °° vvvv
vvvv -�' RADIUS TO MEET WITH
RECEPTACLE BOLLARD 9 Q vvvvv vvv EDGE OF PERGOLA
vvvvvvvv L-7 ° 7v°° v v FOOTING IN FLUSH
vvvvvvvvvvvvvv v
vvvvvvvvvvvvvv v I 1 0 ,� vvvvvvv vvv vv XV CONDITION, TYP
vvvvvvvvvvvvvvv% vvvvv vvav
vvvvvvvvvvvvvvv. vvvv vvv vv
v v v v v v v v v v v v v v v v vvvvv v
vvvvvvvvvvvvvvv \ k' vvvvvvv v�
v v v v v v v v v v v v v v v v v v v v v v v
7v v v v v v v v v v v v v v v/ v v v /- \. ° v vvvv v v
,°°°°°°°°°°°°°°° °�° vvvv°° ° PERGOLA FOOTING
°°°°°°°°°°°°°°°v 7 ° vvvv°°° vvvv ENLARGEMENT, TYP
v v v v v v v v v v v v v v v v -' v v v v v v v v
v vvvvvvvvvvvvvv v \ v v v v v v v v
vvvvvvvvvvvvvv vv vvvvv
v vvvvvvvv 11 7 v v v vvvvv v
vvvvvvv, vvvvvvv v.
-vvvv° vvvv vvv
vvvv vvvvv "(� vv vvv vv vvvv
✓vvvv s vvvv vvvvvv
7vvvvvvvvvv° vvvv vvvvvv
vvvvvvvvvvv i' vv vvvvvvv
vvvvvvvvvvvv. vvvvvvvvvvvvvvvvv vww vvv v vv
v vvvvvvv v v v v vvvv l v v v v vv v vv
v v v vv
v v V v v v v v v v v v v v
RADIUS BENCH ATTACH MENTS 2 v vvvv° ° °°
� vvvv vvv v
v V v v v v v v v v vvv v v
& FOOTING, TYP �10 vvvv vvvv vvvvvv ° 000.
°vvvvvv ✓vv vvvvv vv vv
vvvvvvvv � v vvv vvvv — —
vvvvvvvvvvv vvv v vvvvvv i
°vvvvvvvvvvvvvvvvvvvvv °vvv vvvvvv / \�
"--- vvvvvv v v ' v v v vvvvv v v
v v v v v v v v v v vvv v v v vv
\
vv vvvv vv vv vv vvvv \
RADIUS BENCH @ PERGOLA 1 ° vvvvvv vv vvv ° V 7 vvvvv °
L-11 vvvvvvvv vvvvvv v vvvv
°vvvvvvvvv vvvv vv vv v'v \
..vvvvvvvvvvv vv vvvv vvv
vvvvvvvvvvvvv v v vvvvvv vvvv 1 1
vvvvvvvvvvvvvvvvv vvvv v v v\v v v v v vv ✓ a G /
' v v v v v v v v v v v v v v v v v v v v v "� v v v v v v v v \ v v v \
V vvvvvvvv v v v v v v v v v v v v \ /
vvvvvvvv v 17,717 v v v v �}.\` v vvv v v \
V vvvvvvv v vvvv vd vvv v v \ /
RADIUS BENCH @ 2 0° ° v vvvvvvvvvvv V V V 0° ° ' o vp�° ° v ° v vv V I -
PERGOLA AXON L-11 (vvvvv °°°°°°°°°° °° �°-° °°°°`I
.vvvvvvvvvvvvvvvv vv v v vv vvvvv �
vvvvvvvvvvvvvvvvv vvvv v vvvvvvv
vvvvvvvvvvvvvvv vvv v vvvvvvvvv
vvvvvvvvvvvvv vvv v v vvvvvvvvvv�l
vvvvvvvvvvv vvvvv vvvvvvvvvvvv
vvvvvvvvv vvvvvvvv vvvvvvvvvvvv
vvvvvvv vvvvvvvvvv vvvvvvvvvvvv
vvvvvvvvvvvvv vvvvvvvvvvv- - - -
ADA SPACE BOTH ENDS, TYP °°°°°°°°°°°°\�
"vvvvvvvvvvvvvv vvvvvvvvvvvvv
\ vvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvv
vvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvv
v v v vvv v v v v v v v v v v v v v v v v v v 71
vvvvvvvvv vvvvvvvvvv
TRASH RECEPTACLE @ PERGOLA 7 °° o000000000 °° vvvvvvv` I /
vvvvvvvvvvlc vvvvvv
-
V.
V v v v v v
7
°
v vvvvvv C
v v
v vvvvv v
v� v v
vvvvvvvv
v v
vvvvvvvvvvvvv
v vvvvvvv
7 vvvvvvvv �
a
NOTE:
1. ALL ATTACHMENT HARDWARE & FASTENERS TO
BE STAINLESS STEEL & TAMPER RESISTANT.
18"
HDPC SLATS PER MFRS
17 1/4"
BENCH ARM
1 /4" FASTENER, TYP;
MFRS PROVIDED
MOUNTING PLATE W/
STUDS, TYP
SEAT SUPPORT PER MFRS
/41 ROUNDED CAP HEX NUT, TYP;
SIZED TO FIT ANCHOR BOLT
LOCK WASHER, TYP; SIZED
SQUARE
TO MATCH HEX NUT
LEG BASE
FLAT WASHER, TYP; SIZED
PER MFRS
TO MATCH HEX NUT
11 1 /2"
9/1 6" DIA HOLE
FOR ANCHOR BOLT
WEDGE EXPANSION ANCHOR
BOLT, TYP; SIZED TO FIT
MFRS PROVIDED HOLE
a a
v v v v v v
q v v
v v v
qvvvvvvv
v v v v v v v v C
Q p Q
. .9 °.0
a' v v v
7 v v v v v v v v
U .p a
v v v
v v v v v v v v v
a pv`R
o. 21 1/4"
a vvcQ
vvvvvvvv
vvvvvvvv
v v v v v v v
---------------
III_ III- MIN 2" CLR
ALL SIDES, TYP
EX SOIL OR EX
SOIL COMPACTED
TO 95% DENSITY
SECTION
L-13
vvv vvvv°( vvvv°°
vv°vvv
v v v v vvvv v vv 7 v v v
v vvvvvvvv v � v
v v v v v v v v v v v v 7 v V
\
D
77 v v v v v v v v v v v v I /
O'
PERVIOUS CONCRETE JOINT TYP
8
°°°°°°°°°°°°°` /
vvvvvvvvvvvvvv
ALIGN,
\
vvvvvvvvvvvvvv
L-
7
vvv vv
'
TYP
\
v vvvvvvvv v
vvvvv vvvvvvv vvvv.
TYP
° vvvvv v v v v v v vvvv v
v
v vvvvvv v vvv
vvvvvvvvvv vvvvvvvvvvvvvvvvvI
vvvvvvvv vvvvvvvvvvv.
\
Q"
vvvvv vvvvvvvvvvvvv•. I
vvv vvvvvvvvvvvvvvvv.
v vvvvvvvvvvvvvvvvv 1
v vvvvvvvvvvvvvvvvv C
v vvvvvvvvvvvvvvvv v
/
vvvvvvvvvvvvvvvvvvv
v vvvvvvvvvvvvvvvvvv v
/
vvvvvvvvvvvvvvvv
vvvv \
SHAPE OF PERGOLA FOOTINGS TO
BE
ADJUSTED AS SHOWN
vvvvvv vvvvvvvvv
vvvvvvv vvvvvvv
/
vvvvvvv vvvvv
/
vvvvv
vvv
ALIGN,/
vvvvvvvvv
vv-
vvvvvvvvvv
\
TYPvv
\\lvvvv_vvvvvvvvvvvv
\
_
ENSURE SMOOTH & FLUSH TRANSITION BETWEEN TOP
PLAN OF CONC CURB Bc TOP OF PERGOLA FOOTING, TYP
PERGOLA FOOTING ENLARGEMENT
0 0' 2' 4' 8'
NORTH SCALE
( ,l � RADIUS BENCH &PERGOLA ENLARGEMENT
NOT TO SCALE
nF= n 10 DnLR�\ffO H
,3 11 /21"I MINI EMIBEDMIENT-
I t l I MT I
SHIM BENCH TO BE LEVEL USING GREY
NYLON PADS; PAD EDGES SHALL NOT BE
VISIBLE BEYOND EDGES OF LEG BASE
RADIUS BENCH ATTACHMENTS & FOOTING
NOT TO SCALE
vvvvvvvvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvv - vvvvvvvvvvvvvv
vvvvvvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvvv + vvvvvvvvvvvvvvvv
"vvvvvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvv•
vvvvvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvv
7vvavvVVVVVVVVVVVVvvvvvvv vvvvvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvv
vvvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvv
vvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvv
vvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvvvv
vvvvvvvvvvvvvvvvvvvv vvvvvvvv°°°��vvv��vvvvvvvvvvay. vvvvvvvvvvvvvvvvvvvvvvv
v v v vvvvvvvvvvvvvvv v v v v r' v v v vvvvvv v v V v vvvvvvvvvvvvvvvv vvvv v v v v
v vvvvvvvvvvvvvvv v v v v v - "'vvvvv v v v v' � vvvvvvvvvvvvvvvvvvvvvvvvv
° vvvvvvvvvvv o vv ° - 2 CONCRETE _ 0 V 0° v vvvvv vvvvvvvvvvvvvvvvvvvvvvvvv
vvvvvvvvvv vvvv BROOM o °vvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvvvv
vvvvvvvvv vvvv .
°vvvvvvv vvvvv v - vvv vvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvvvv
vvvvv vvvvvvv v vvvvvv l, FINISH v vvv vvvvvvvvvvvvv v vvvvvvvvvvvvvvvvvvvv v
vvvvvv vvvvvvvv. vvvvvvv vvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvv,
vvvvvvv vvvvvvvv vvvv vvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvv
vvvvvv vvvvvvvvvvvvv vvv vvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvv
vvvvvvv vvvvvvvvvvvv vvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvv,
vvvvvv vvvvvvvvvvvvv ALIGN vvv vvvvvvvvvvvvvvv, vvvvvvvvvvvvvvvvvvv
+ + + vvvvvv vvvvvvvvvvvvv vvv vvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvv
+ + + vvvvv vvvvvvvv vvvv" TYP v vvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvv,
vvvv vvvvvv vv71 II -vvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvv
+ + + + + v vvvvv vvv vvvvv vvvvvvvvvvvvvvvvvvv v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v vv
+ + + + v vvvv vvvvv vvvv.. .vvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvv
v v v vvv vvvv vvvvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvv
+ + + + v v vv ��'vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv v v v v v v v v v v v v v v v v v
v7 vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvv•
vv v� � vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvv
vvv Qvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvv•
/ ++++++ vvv c� vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvv
vvv ° avvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvv91 '
+ + + vv vovvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvv
+ + + IV vvv
vvvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvv v v vvvvvvvvvv v
vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvv
F + + + vv vvvvv- vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvv•
v v v v v v v v v v v v v v- v v v v v v v v v v v v v v v v v v v v v v vvvvvvvvv v
+ + + + v vv vvvvvvvvvv vvvvvvvvvvvvvvvvvvvvv vvvvvvvvvv•
+ + + + + v c � vvvvvvvvv vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv
v v� vvvvvvvvvv vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv
v v,vvvvv y�7vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv
17
v v v� '✓ v v v v v v a v v v v v v v v v v v v v v v v v v v v v v v v vv v
vv .vvv/vvv vvvvvvvvvvvvvvvvvvvvvvvvv
V, v v v v jY v v v v- n vvvv vvvvvvvvvvvvvvvvvvvv v +
°° ° 7 V V V' 6 INTERPRETIVE V vvvvvvvvv +
I v vvvv•
vvv 7vvvvvvvvvv +
°°` L-10 SIGN FOOTING °°°°°°°°V 7
vv vvvvvvvvvvvv
rt rt rt rt rt v vvvv V v vvvvvvv vvvvvvv vvvvvvv vvvvv v +
+++ ++ vvvvvvvv v v v v v v v v v v v v v v v v v v v v v v v v v vv
vvvvvvvvv vvvvvvvvvvvvvvvvv
+ + + + + + vvvvvvvvv .vvvvvvvvvvvvvvvvv
+ + + + + + vvvvvvvv vvvv
vvvvvvv SCORE , vvvvTYP
+ + + + + + vvv v v
vvvvv
+ + + + + + vvv vvvvvvvvvvvvvvvvvvv
vvav L-7 ,vVvVvVvVvvvvvvvvvvvvvvvvvvvvv
+ + + + + + + + 7vvvv vvvvvvvvvvvvvvvvvvvvvvvvvv
+ + + + + + + vvvv I v v v v v v v v v v v v v v v v v v v v v v v v v v
"vvvv vvvvvvvvvvvvvvvvvvvvvvvvvv
+ + + + + + + vvv ---------------------vvvvv
+ 8 PERVIOUS CONCRETE o0000
p; + + L-7 JOINT, TYP vvvvv°°
r + + vvvvv'
vv v
V
vvvvvvvvvvvvvvvvvvvvvvv vvvv•
vvvvvvvvvvvvvvvvvvvvvvvvv vvvvvvv
- vvvvvvvvvvvvvvvvvvvvv vvvvvvvvvv
n vvvvvvvvvvvvvvv v v v v v v vvvv v v v v
vvvvvvvvvvvvv vvvvvvv vvvvvvvvv,
7vvvvvvvvvv vvvvvvvvvvvvvvvvvvvv
vvvvvvv vvvvvvvvvvvvvvvvvvvvvv
7vvvv vvvvvvvvvvvvvvvvvvvvvvvvvv
v v v vv v vvvvvvvvvvvvvvvvvvvvvvv '
vvvvv
vvvvvvvvvvvvvvvvvvvvvvvvvvv
.vvvvvvvvvv
°vvvv°°°°
6" CONC CURB TYP;,
vv
> 'vvvvvvvv
SEE CIVIL DWGS 7vv0000000
vvvvvvvv•
7vvvvvvvvvvvvvvvv
INTERPRETIVE SIGN ENLARGEMENT
NOT TO SCALE
c
C
N
Lo
�N
1'-7 1/ "
6'-9 1 /4"
1'-5 3/4"
ALUMINUM SEAT
CASTING, TYP
10"
UMBRELLA HOLE
ALUMINUM
PERFORATED
PANEL TYP
UMBRELLA,
SEE NOTE
GLIDES, TYP D
SURFACE MOUNT —/
ELEVATION TAB, TYP 7
L-7
3
PICNIC TABLE
NOT TO SCALE
13/16
ATTACHED TO FRAME
AT THIS LOCATION
ANCHOR BOLT 7
L-7
1 /2" DIA HOLE FOR
ANCHORING, FOUR
(4) SURFACE MOUNT
TABS PER UNIT
SURFACE MOUNT TAB
ENLARGEMENT
1. THREE (3) SEAT TABLE OPTION
SHOWN. SEE PICNIC TABLE
SCHEDULE & LAYOUT ENLARGEMENTS
ON SHEET L-3 & L-5 FOR PICNIC
TABLE LOCATIONS, SEATING OPTIONS,
UMBRELLA COLOR & QUANTITIES.
1 /4"
PERFORATED PATTERN ENLARGEMENT
ANCHOR BOLT
NOTES:
1. FILL IN ANY BUBBLES THAT APPEAR WITHIN SKATE NOTCH.
2. INSTALL NOTCHES ON SIDEWALK FACES OF CONC SEATWALLS.
3. SPACE NOTCHES MAX 2' OC UNLESS OTHERWISE NOTED ON DETAILS.
TOP EDGE OF CONC SEATWALL 3 2
"
SECTION
L�
SKATE NOTCH
NOT TO SCALE
CONC CURB, SEE CIVIL DWGS
3" IN PLANTING AREAS
FINISH GRADE �
TOP EDGE OF
CONC SEATWALL
� INTERPRETIVE SIGN PROVIDED &
FLUSH, INSTALLED BY THE CITY (NIC)
7yp FLUSH,
INTERPRETIVE SIGN FOOTING
NOT TO SCALE
PERVIOUS CONC
PAVEMENT, SEE
CIVIL DWGS
EX SOIL OR EX SOIL
COMPACTED TO 95%
MAX DENSITY
R-406960
re
•
•
Pi
u