HomeMy WebLinkAbout3972-22cri
0
RAMP/STAIRS/RAILS
i " PRECAST CONCRETE C2 P
BY IIIRE T E
14„ Z STONE VENEER
CAMBRIA CLIFFSTONE
B EL DORADO STONE (RtTLESS)
4 8x8x 16 PRECISION BLOCK
GRO
U I FILL L CELLS
3 #4 VERT. REBAR C 16" C .Ca
5 0 4 I—IOR. REBAR AS SHOW
0 ON R T E FOOTING
I
I -
COMPACTED SUB GRACE
74
I I _i, i9—I I C' FINISHED I E
FINISHED ..SIFACE
E PANSI � JOI `�T
I '
1 -
PLAY ARE—A GARDEN WALL
161 '-0" O.G. L.
I -6"
MINiii
,..,
$'
u °
_ a
a K
NOTE: CONTRACTOR TO
PROVIDE SHOP DRAWINGS TO.
BE APPROVED BY LANDSCAPE
ARCHITECT
�
DECOR T STEEL. FENCE
2' Q) 6' COLOR CONCRE TE CURB
COLOR: SCOFIELD IN T EGA
ADMfXT URE WINTER BEIGE
l°'. TUBE STEEL. POSTS
CORE_ AND O)' IIT PLACE
J 5% COMPACTED
lea IS AMMENDED PLANTER MIX
REFER TO SPECIFICATIONS
1 1 I— 1J I
REBAR- #4 CONTINUOUS
,1 -16" PRECAST CONCRETE CAP
BY QUICKCRETE
A °g STONE VENEER
"'--�-- -- CAMORI CLIFFS
T CANE
BY EL DORADO STONE
(ROU T LESS)
S 8x x1 6 PRECISION BLOCK
GROUT FILL ALL CELLS
`-6" 4 VLRT, REBAR t 16" O.C.
4 H R. REBAR A SHOWN AWN
0 12" WIDE, 4" THICK,
9iiiY tt �Il�,t�'nlla3;�lli, E�: (6-N ] 171
is CRETE r `' RB
r7, DATIVE BACKFILL
�CONCRETE FOO IN
FINISH GRADE
I£ ;= I, , EXPANSION JOIN T
=CO"3
PRECAST I Er t
—i i
101, T COLUMN ET{ IL
_ i-
HIGH , 1, WIDE S, P
3kSFCTI
i7—J CCri v i . REBAR
j
NOTE : SLOPE ALL SURFACES 1 % TO DRAIN!
'
17" PRECAST �. ON RE, E C. P
BY QUICKCRETE
BY QUICKCRETE
17"
E
PRE—MANUFACTU RED CONCRETE
il
STONE VENEER
CAP IN 4" 'SECTIONS
CAIBRIA CLIFFSTONE
NOT USED
J .
1 4
8x8x16 PRECISION BLOCK
POURED IN PLACE CONIC.'L L `J/
4a Q 1 % SLOPE
151_ _
LIEN I SANDBLAST'
FINISH
J
/
73 -12" CURB
1 % SLOPE
a
0 x3 CONCRETE PAS S .:
7'
0
MOISTURE BARRIER
0
#. VERT. REBAR— - I=1
I i '—i i1111 1 a
2" DIAxB" GALV. STL. PIPLE SLEEVE
#5 HORfZ. REBAR
xt
NOT I USED
101
001
MP TE $ SUBGRADE TO 95%
�
1�
NOT USED
STRUCTURAL ENGINEER
EXPANSION JOINT
EXPANSION JOINT
C I SEAT WALL
' §\'
O.C. a p.
/ , 1
PRECAST CICKETE CAP
(Di BY Y Q ICKCRETE
STONE VENEER
CAMBRIA CLIFFSTIE
BY EL DORADO STONE ( R UTLESS)
F 8x8x16 PRDC'ISION BLOCK
I GROUT FILL ALL CELLS
Li I � #4 VERT. REBAR @ 16" O.C.
B�I s. REBAR AS i
S W
'� a: •L 061 1" �Y It 3 ±t' THICK,
COSI T . CONCRETE MO CURB
- TURF SIDE ONLY
I 1 915% COMPACTED SUB RADE
0 CONCRETE FOOTING
09 - FINISH GRADE
S#^- UAR_E TUBE STEEL POST
GROUT IN PLACE
t I WITH INSERT STEEL CAP
`'' TUBE STEEL PICKET
I
WELD TO SUPPORT BRACE
` ? SQUARE 1 " T UBE STEEL SUPPORT
WELD O PICKETS AND POSTS
s PRECA T CONCRETE
BA, E IAi L,
�3 _ INTO LIGHT SAND BLAST FINISH
NOTE: 'I; WELD ALL JOINTS OF FENCE IN SOLID FRA A iE
Et STEPS sCOMBO GARDr—N WALL W1 TUBE STEEL
CONSULTANTS.-
7r
Ia
3 !^z93 11 7711'It LI i I I -
HAND RAIL) Ls
/iASONRY WALL 9'
24" PRECAST CONCRETE CAP
BY QUICKCRETE
12" PRECAST CONCRETE CAP
BY QUICKCRETE
il
STONE VENEER
CAIBRIA CLIFFSTONE
BY EL DORADO STONE (GROUTLESS)
8x8x16 PRECISION BLOCK
GROUT FILL ALL CELLS
6x8x16 PRECISION BLOCK
GROUT FILL ALL CELLS
VERT. REBAR -PER STRUCTURAL
ENGINEER
7'
HORZ. DEBAR -PER STRUCTURAL
ENGINEER
1-1/2" OD. GALV STL PIPE POST
2" DIAxB" GALV. STL. PIPLE SLEEVE
W/BOTTOI`v, FILL, W/POR. ROCK
HAND RAIL 2
101
4" THICK CONCRETE
1�
CONCRETE FOOTING - PER
STRUCTURAL ENGINEER
EXPANSION JOINT
MOISTURE BARRIER
(13
COMPACTED SUBGRADE
(13
FINISH SURFACE
1�
FINISH GRADE
CONSULTANTS.-
7r
Ia
3 !^z93 11 7711'It LI i I I -
HAND RAIL) Ls
/iASONRY WALL 9'