HomeMy WebLinkAboutZ-7851-A Map 9DOUBLE -SIDED
2X4FRAME
2X6 DECKING W/ I/8" MAX. 6X6 S4S CEDAR HANDRAIL
GAPS ATTACH TO JOIST BARK EASE ALL CORNERS TYPICAL.
SIDE UP WITH 3" STAINLESS STEEL
DECK SCREWS. TYP.
6X6 POST EXTEND
REFERENCE PLAN FOR LENGTH THROUGH DECK TYP.
10' 6'
REF. DETAIL
FOR FRAME TO POST FELE1 1-1-L
ATTACHMENT 3'-2"
JOIN FLUSH WITH
ABUTMENT REF.
57
' PLAN FOR TRAIL TYPE
AND LOCATION.
4X12 TIMBER SLEEPER
2X8 JOIST IN MORTAR BED SECURE ..1�°"� 1,
(3) 2X12 BEAM W/ 314" STAINLESS STEEL II I—
SS SIMPSON CB66 J BOLT @ 12" O.C. TYPICAL
POST BASE WITH =III I .I.1'� .,� '.°. I I 3 #4 HORZ. CONT. WI
VARIES (2) 7" X 5/8" —
REF. PLAN SS THRU BOLTS _ _ #3 STIRRUP @ 24" O.C.
—III—I A CONT. TOP
'777_ I -III -III -1 I =j _ __ AND BOTTOM
N#3 STIRRUPS
'—III—III—i I I @ 24" O.0
III -I I7T
-III I hII I� I -III -III -III III I-
I-III—III—III I I REF. — I y I— 14"0 CONCRETE PIER
-III -I 11=1 I I -III ST NOT 5�"II- -I
-III II1=1II-I I I__I-I
i-
i l=1 I I i� I I I -III III=1 I LJ I -I
_I 1 I -I I�-
;III- .II-1IIIi I ill _SII
TREATED WOOD DECK DETAILS
TOP RAIL
TENSION
❑ GATEPOST
❑ LINE AND TERMINAL POSTS
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❑ LINE AND TERMINAL POSTS
GRADE
• • ❑FENCE SIZING INFORMATION
CONCRETE
FFOTING • 1, 2" LINE POSTS
3 00 PSI• "C., 2. 2/,"TERMINALS
0 3. 20 wt. FRAMEWORK
4. 8 GUAGE FABRIC
j
S. T GATE POSTS
8. 1 5/8" GATE FRAME
"A" NOTE: TERMINAL POSTS INCLUDE END, CORNER,
AND PULL POSTS
CHAIN LINK FENCE TO BE VINYL COATED, COLOR BLACK,
INSTALL PER MANUFACTURER'S SPECIFICATIONS
VINYL COATED CHAIN LINK FENCE
PLAN Dl-ALt: N i a
• • �'" • .AGGREGATE BASE
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TIMBER STEPS
PLAN
CUT
STONE
CAP
DOUBLE -SIDED
2 X 4 FRAME
1/4" X 2.5" GROOVE
3X3M 0.13500
WELDED
WIRE MESH
S/B" X 10" LAG SCBE `
COUNTERSINK SO THAT
HEAD OF SCREW IS FLUSH
W/RAILING SIDES EASE EDGES
6X6 S4S CEDAR HANDRAIL,
EASE ALL CORNERS, TYP.
DOUBLE -SIDED 2 X 4 FRAME
3X3M 0.13500 HOT DIPPED
GALV. WELDED WIRE MESH
FROM McNICHOLS 1.877.884.4653
PRE -DRILL AND SECURE FRAME TO
POST WITH (4) 1/2" X 4 1/2" SS
LAG BOLTS ON EACH END.
COUNTER SINK LAG BOLTS TYP.
2x6 TREATED
DECKING INSTALL 1•
BARK SIDE UP
SECURE W/3"
SS SCREWS
2x8 JOIST 12" O.C.
(3) 2x12 TREATED BEAM
4" NATIVE CUT STONE
VENEER TONE THICKNESS �\ � DISTURBED
MAY VARY 18 \\�/\\�j\\
n
..... •:';; IIIIIIII�IIII
..'.'..'..%...'.'.'.
FABRIC SEPARATOR
PREPARED SUBGRADE
'-- DRAINAGE GRAVEL
W14" PERF. HDPE PIPE
CRUSHED LIMESTONE WRAPPED IN FILTER FABRIC
WALK CONCRETE FOOTING
CMU BLOCK W/#3 STEEL REBAR
WALL, FILL VOIDS @ 12" O.C.E.W. TYP.
WITH GROUT
CUT STONE SEATWALL
PLAN SCALE: NTS
6" DEPTH OF 1/4" MINUS WITH FINES
CRUSHED LIMESTONE COMPACTED
TO A 4" DEPTH
WUINJ,SLOPETODRAN
�
CRUSHED LIMESTONE PATH
CONSTRUCT FRAME
W/ DECK SCREWS, DO
NOT SCREW ON TOP
OF FRAME SECURE FROM
SIDES & BOTTOM ONLY.
6"
3'
3.5"
0 0 3'-6"
6X6 TREATED POST
EXTEND THROUGH
DECK
2X6 DECKING -
2X8JOIST
0
REINFORCED °a
CONCRETE PIER
a
NOTE: INSTALL BLOCKING
B/W ALL JOISTS @ 8' O.C. TY!
2X8 SOLID BRIDGING
STAGGER FOR NAILING
SECURE W/3 I Od NAILS
AT EACH END TYPICAL
6X6 POST 2X10 BEAM
EXTENDED
THROUGH
DECK
X8 TREATED FLEXIBLE SEALANT
DIST COLOR TO BE SELECTED
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t-ii!•Yiitd�i�
GRADE
• • ❑FENCE SIZING INFORMATION
CONCRETE
FFOTING • 1, 2" LINE POSTS
3 00 PSI• "C., 2. 2/,"TERMINALS
0 3. 20 wt. FRAMEWORK
4. 8 GUAGE FABRIC
j
S. T GATE POSTS
8. 1 5/8" GATE FRAME
"A" NOTE: TERMINAL POSTS INCLUDE END, CORNER,
AND PULL POSTS
CHAIN LINK FENCE TO BE VINYL COATED, COLOR BLACK,
INSTALL PER MANUFACTURER'S SPECIFICATIONS
VINYL COATED CHAIN LINK FENCE
PLAN Dl-ALt: N i a
• • �'" • .AGGREGATE BASE
%//////.�
• • �• • ,'.•�• ••vw.•wws•�••.. •
K
im�llll=IIII=IIII, • !a�/ II I� ill. �`!�"'
TIMBER STEPS
PLAN
CUT
STONE
CAP
DOUBLE -SIDED
2 X 4 FRAME
1/4" X 2.5" GROOVE
3X3M 0.13500
WELDED
WIRE MESH
S/B" X 10" LAG SCBE `
COUNTERSINK SO THAT
HEAD OF SCREW IS FLUSH
W/RAILING SIDES EASE EDGES
6X6 S4S CEDAR HANDRAIL,
EASE ALL CORNERS, TYP.
DOUBLE -SIDED 2 X 4 FRAME
3X3M 0.13500 HOT DIPPED
GALV. WELDED WIRE MESH
FROM McNICHOLS 1.877.884.4653
PRE -DRILL AND SECURE FRAME TO
POST WITH (4) 1/2" X 4 1/2" SS
LAG BOLTS ON EACH END.
COUNTER SINK LAG BOLTS TYP.
2x6 TREATED
DECKING INSTALL 1•
BARK SIDE UP
SECURE W/3"
SS SCREWS
2x8 JOIST 12" O.C.
(3) 2x12 TREATED BEAM
4" NATIVE CUT STONE
VENEER TONE THICKNESS �\ � DISTURBED
MAY VARY 18 \\�/\\�j\\
n
..... •:';; IIIIIIII�IIII
..'.'..'..%...'.'.'.
FABRIC SEPARATOR
PREPARED SUBGRADE
'-- DRAINAGE GRAVEL
W14" PERF. HDPE PIPE
CRUSHED LIMESTONE WRAPPED IN FILTER FABRIC
WALK CONCRETE FOOTING
CMU BLOCK W/#3 STEEL REBAR
WALL, FILL VOIDS @ 12" O.C.E.W. TYP.
WITH GROUT
CUT STONE SEATWALL
PLAN SCALE: NTS
6" DEPTH OF 1/4" MINUS WITH FINES
CRUSHED LIMESTONE COMPACTED
TO A 4" DEPTH
WUINJ,SLOPETODRAN
�
CRUSHED LIMESTONE PATH
CONSTRUCT FRAME
W/ DECK SCREWS, DO
NOT SCREW ON TOP
OF FRAME SECURE FROM
SIDES & BOTTOM ONLY.
6"
3'
3.5"
0 0 3'-6"
6X6 TREATED POST
EXTEND THROUGH
DECK
2X6 DECKING -
2X8JOIST
0
REINFORCED °a
CONCRETE PIER
a
NOTE: INSTALL BLOCKING
B/W ALL JOISTS @ 8' O.C. TY!
2X8 SOLID BRIDGING
STAGGER FOR NAILING
SECURE W/3 I Od NAILS
AT EACH END TYPICAL
6X6 POST 2X10 BEAM
EXTENDED
THROUGH
DECK
X8 TREATED FLEXIBLE SEALANT
DIST COLOR TO BE SELECTED
4X12 TREATED SLEEPER
SECURE TO ABUTMENT
WITH 3/4"0 X 6" J -BOLTS
AT 12" O.C. TYPICAL
I
REF. PLAN
STAINL
C
_ STEEL REINFORCED
CONCRETE ABUTMENT
2X8 JOISTS @ 12" O.C.
SECURE TO FOOTING
W/SPECIFIED ANCHORS
FOLLOW MANF, SPECS
FOR SPACING REQUIREMENTS
#3 TIES @ 12" O.C.
TREATED WOOD DECK
REP. DETAIL WATER SUPPLY
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6" CONCRETE
RETAINING
WALL BEYONI
RETAINING WALL
WI CUT STONE
III—ll 1 _T_ L- VENEER & CAP
Di --I I a —I III—I I - SUBMERSIBLE PUMP - AQUASCAPE
"' PRO 10,000, MODEL #20006
1- I f '17711 —
I' III OR EQUAL, ELECTRICAL SUPPLY
TTT 120 VOLT; PUMP ASSEMBLY SHALL
IL—L=I! 111 1_L INCLUDE UNION, CHECK VALVE
& BALL VALVE
DECK & WATERFALL
SECTION
DISTURBED SOIL
BBASE COMPACTED TO 95%
6" BEYOND EDGE OF PATH
` v , PLAN SCALE: NTS
SCALE: NTS �
ECOLOGICAL DESIGN GROUP INC. L
SCALE NTS
CRUSHED
LIMESTONE
WALK
° �jJ—�"' I I LEXISTINGSTORM
�—�I j II II 1! = DRAINAGE PIPES (2)
--LIL——T I i
1J I EXISTING STORM
DRAINAGE FLARED END
—I I_
CUT STONE WATERFALL SECTIONS (2)
I W/ NATIVE STONE PLACED
r—JJ. 2" PVC -LL !J1 IN TIERS GROUTED IN PLACE COMPACTED
SUPPLY LINE _,1 ',' - WI EPDM LINER BENEATH SUBGRADE
ANDSCAPE ARCHITECTS
SEATWALL
N
N
N
c
Y
Q
Y
u
O
d
ati
N
J
•
O
O
V
Ln
U
O
O
D
O
Z
W
E
LuW
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Z
W
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5/8" STAINLESS STEEL
ANCHOR BOLT SET
INTO CONCRETE TYP.
2" MORTAR
LEVELING BED
3 #4 HORZ. CONT. W/
_
#3 STIRRUP @ 24" O.C.
' 77
2#6 CONT. TOP
2' —
L-
AND BOTTOM
�f
W/ #3 STIRRUPS
@ 24" O.0
OPTIONAL
o.
o•
JOIST HANGER BY
SIMPSON STRONG -TIE
INSTALL PER MANUFACTURERS
SIMPSON STRONG -TIE -
SPECIFICATIONS TYPICAL.
4X12 TREATED SLEEPER
SECURE TO ABUTMENT
WITH 3/4"0 X 6" J -BOLTS
AT 12" O.C. TYPICAL
I
REF. PLAN
STAINL
C
_ STEEL REINFORCED
CONCRETE ABUTMENT
2X8 JOISTS @ 12" O.C.
SECURE TO FOOTING
W/SPECIFIED ANCHORS
FOLLOW MANF, SPECS
FOR SPACING REQUIREMENTS
#3 TIES @ 12" O.C.
TREATED WOOD DECK
REP. DETAIL WATER SUPPLY
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I B"
6" CONCRETE
RETAINING
WALL BEYONI
RETAINING WALL
WI CUT STONE
III—ll 1 _T_ L- VENEER & CAP
Di --I I a —I III—I I - SUBMERSIBLE PUMP - AQUASCAPE
"' PRO 10,000, MODEL #20006
1- I f '17711 —
I' III OR EQUAL, ELECTRICAL SUPPLY
TTT 120 VOLT; PUMP ASSEMBLY SHALL
IL—L=I! 111 1_L INCLUDE UNION, CHECK VALVE
& BALL VALVE
DECK & WATERFALL
SECTION
DISTURBED SOIL
BBASE COMPACTED TO 95%
6" BEYOND EDGE OF PATH
` v , PLAN SCALE: NTS
SCALE: NTS �
ECOLOGICAL DESIGN GROUP INC. L
SCALE NTS
CRUSHED
LIMESTONE
WALK
° �jJ—�"' I I LEXISTINGSTORM
�—�I j II II 1! = DRAINAGE PIPES (2)
--LIL——T I i
1J I EXISTING STORM
DRAINAGE FLARED END
—I I_
CUT STONE WATERFALL SECTIONS (2)
I W/ NATIVE STONE PLACED
r—JJ. 2" PVC -LL !J1 IN TIERS GROUTED IN PLACE COMPACTED
SUPPLY LINE _,1 ',' - WI EPDM LINER BENEATH SUBGRADE
ANDSCAPE ARCHITECTS
SEATWALL
N
N
N
c
Y
Q
Y
u
O
d
ati
N
J
•
O
O
V
Ln
U
O
O
D
O
Z
W
E
LuW
J
a
Z
W
LJL_