HomeMy WebLinkAboutL1.52_Landscape Details CLM
3/8"CARRIAGE BOLT. MAX. 6'O.C. MAX. 6'O.C. Q
2X6 GUARDRAIL TOP. SECURE TO POST. 7'-9"CLEAR. COUNTER SINK ON MAX. 6'O.C. 2X8 BEAM. BOLT TO BOTH
DRAIN TOWARD BOARDWALK. BACK SIDE OF POST. 2X6 GUARDRAIL TOP SIDES OF 6X6 POST 47
BOARDWALK, 1 � � O
2X6 RAIL. SECURE TO POST 2X6 RAIL 0 , SEE DETAIL /L1.5 2
2X8 JOIST, LAP JOINT AT = B 4"x6"x""THICK BEARING
2"X 2"8-GAUGE GALVANIZED WELDED WIRE MESH. 2X8 JOIST, OVERLAP EVERY 2"X 2"8-GAUGE GALVANIZED WELDED WIRE MESH. EVERY OTHER BEAM TO° HSS 4x4 X 3"BEAM a
SECURE BETWEEN RAIL AND POST. SECURE - SECURE BETWEEN RAIL AND POST. STAPLE 16
PLATE WELDED TO HSS
BEHIND TOP, MIDDLE,AND BOTTOM RAILS 6"O.C. OTHER BEAM AND SECURE TO M BEHIND TOP, MIDDLE,AND BOTTOM RAILS 6"O.C.
BEAM, SEE FRAMING PLAN.
4X4 POST 2X6 PLANK T 4X4 POST rC
1/2" BOLT, COUNTERSINK ON 4— 2X6 PLANK HHHH111111T
BACK SIDE OF 6X6 POST
2X8 JOIST
5/8 BOLT -ice, SIMPSON SSTB16 ANCHOR, GALV.
6X6 PRESSURE TREATED COLUMN. o 2X8 BEAM, INSTALL ON (1) EA. HSS BEAM AT INSIDE \/\/ ------
BOTH SIDES OF 6X6 POST CONCRETE w /
5/8"BOLT (2) 2X8 BEAMS, SEE � `� HIGH WATER 6X6X14 PRESSURE TREATED I I #4 CONT. \ ABUTMENT
r�N 6 6"
CB66SS BY SIMPSON STRONG TIE.WET SET FRAMING PLAN T LEVEL COLUMN. CENTER IN FOOTING. O° * * z
INTO CENTER OF CONCRETE FOOTING. #4 @ 12"O.C.
INSTALL PER MANUFACTURER'S r 1' _ N ,�`,
RECOMMENDATIONS. `�`,+
CONCRETE FOOTING z FINISHED GRADE
BIGFOOT BF-28. CUT TOP OF BIG FOOT TO ACCEPT 6X6 COLUMN 3 #4 CONT.
To
O
12.02"DIA. CONCRETE FOOTING. INSTALL PER �, CONCRETE FOOTING 2X4 PLANK, EXTEND TO OUTER 2'
MANUFACTURER'S RECOMMENDATIONS. EDGE OF 6X6 COLUMN
12"-DEPTH SUBBASE COURSE AND
6"DEPTH AGGREGATE BASE a a a a a a a a PREPARED SUBGRADE PER
SECTION ELEVATION FRAMING PLAN GEOTECHNICAL REPORT
RECOMMENDATIONS.
NOTES:
1. ALL WOOD TO BE CEDAR.
2. FACE RAIL SIDE OF GUARD RAIL TOWARDS BOARDWALK
Boardwalk 2 Boardwalk Abutment
1 Scale: NTS Scale: NTS
2X6 GUARDRAIL TOP MAX.6'-0"O.C. 2X6 GUARDRAIL TOP. SECURE
TO POST. DRAIN TOWARD RAIL
SIDE OF FENCE
2X4 RAIL 00 0 0 4X4 FENCE POST, SEE NOTE
00 010 _ BELOW. PROVIDE 1/2"CHAMFER
TO ALL EDGES AT TOP OF POST.
0
0 2"X 6"CEDAR RAIL
00 00
00 00
0
4X4 POST o
00 00 3/8"CARRIAGE BOLT. COUNTER SINK ON BACK
010 00 SIDE OF POST.
* 6"
CHAT LANDSCAPE EDGE PER DETAIL
10/1-1.50 OR ADJACENT LANDSCAPE PER
PLANS.
CHAT LANDSCAPE EDGE PER - 211-
DETAIL 10/1-1.50 OR ADJACENT N
LANDSCAPE PER PLANS.
2"X 2"8-GAUGE GALVANIZED WELDED WIRE
MESH. SECURE BETWEEN RAIL AND POST AND SUITABLE FREE DRAINING
BEHIND TOP, MIDDLE,AND BOTTOM RAILS 6"O.C. > > o COMPACTED BACKFILL
O O O O O O
O�C ELEVATION D, O 6"DEPTH GRAVEL
NOTES: C �k 1�n�,
1. ALL WOOD SHALL BE CEDAR SECTION
2. FACE RAIL SIDE OF GUARDRAIL TOWARDS PATHWAY UNLESS OTHERWISE NOTED
Guardrail
3 Scale: NTS
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ANN
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Revisions
1.
OF DgyO/��i
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NDSCAP�'
�7�/111110412512025
43 Project No.: 123200
Date of Issuance: 4.15.2025
Project Milestone: CDs
Landscape Details
L1i. 52