20041772 Ver 1_Site Plan_20070831

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~ LITTLE
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I ~ ~ ~ REGIONAL
~ ~ ~ i PARK
i a i Little River Township
I O i ~ Orange County, NC

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r ~ ~ 525 J n / APPROVED : SRF
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PEDESTRIAN BRIDGE
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SHEET: PB-1
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LITTLE ~
5'-2" DECKING WIDTH RIVER
8 x 8 x 6'2" BEAM LEDGE
0 0 (2) 6 x 10 BEAMS BOLTED TO 8 x 8 4' BEAM SPACING CROSS MEMBER REGIONAL CONNECTED TO
2 x 4 DECK BOARDS SHALL CROSS MEMBERS (4 x 10 BEAMS FOR L-BRACKET WITH PARK
RUN PERPENDICULAR TO 16' BRIDGE C~34' O.C.) THROUGH 1/2" CARRIAGE Little River Township
TRAVEL. MAINTAIN SCREW ° BOLTS (2 EA. SIDE) Orange County, NC
WIDTH (3/4 "MAX. GAP °
BETWEEN PLANKS) ~ L ~
-BOARDS SHALL BE LAID
BARK SIDE UP. o KEY MAP
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COMPACTED SUBGRADE SEAL•
PILE 30" DOWELS THROUGH
~ ~ 4) 4X6 WALL CROSS MEMBERS
2 A-A' - BRIpCzE SECTION
PB-I SECTION SCALE: I4z'=I'-0'
CLIENT:
DURHAM COUNTY
AND
BRIDGE CONSTRUCTION GENERAL NOTES: ORANGE COUNTY
6" PERFORATED PIPE TO ALLOW op
1. CONSTRUCT IN ACCORDANCE WITH ALL APPLICABLE BUILDING REGULATONS. CoNSU~TnNrs:
DRAINAGE TO OVERFLOW m
CONSTRUCTION TO BE IN ACCORDANCE WITH ALL APPLICABLE BUILDING Hade
GRAVEL BACKFILL REGULATONS AND W CONFORMANCE WITH THE "PROJECT SPECIFICATIONS" ~Stanzia/e
CONTAINED AS PART OF THE CONFORMED CONTRACT DOCUMENTS. plarming lartdsc~earchilgdwe
I 4' IUIDE BRIC~PE PEtAIL
-2 PLAN 9C.4LE: 3/4'+I,_D• 2. CONTRACTOR SHALL COMPLY WITH ALL WATER QUALITY REQUIREMENTS.
~o~re~ 3. DIMENSIONS SHOWN ON THE DRAWING ARE APPROXIMATE. CONTRACTOR TO
(6) 4 x 6 x 4'6" STACKED WALL MEMBERS (3 FIELD MEASURE ALL CRITICAL DIMENSIONS PRIOR TO CONSTRUCTION.
EA. SIDE) CONNECTED WITH 30" DOWELS TRANSITION TO EXISTING GRADE
THROUGH PRE-DRILLED HOLES X18" O.C. TIMBER
1. ALL TIMBER SHALL BE PRESSURE TREATED, SOUTHERN YELLOW PINE, N0.2
(2) 4 x 6 x 6'-2" WOODEN CROSS MEMBER 6° DIA. PLASTIC PERFORATED PIPE AT
CONNECTED TO FOOTING BLOCK WITH THE BOTTOM OF #57 STONE TRENCH GRADE SOUTHERN YELLOW PINE, $45.
L-BRACKET (1 EA. SIDE) (2) 3 x 4 LEVELING CROSS PLANK 2. ALL TIMBER SHALL BE PRESSURE TREATED WITH CHROMATED COPPER ARSENATE
8 x 8 x 6'2" BEAM LEDGE CROSS MEMBER
(CCA) WITH A MINIMUM RETENTION IN POUNDS PER CUBIC FOOT AS FOLLOWS: RevlSioNS:
CONNECTED TO L-BRACKET WITH 2 x 4 DECK BOARDS SHALL RUN
THROUGH 1/2" CARRIAGE BOLTS (2 EA. SIDE) PERPENDICULAR TO TRAVEL.
MAINTAIN SCREW WIDTH (3/4 "
(4) 8"H X 10" W X 3'6" L PRECAST 3000PSI MAX. GAP BETWEEN PLANKS) 3.TREATMENT SHALL BE IN CONFORMANCE WITH THE STANDARDS OF AWPA C18.
CONCRETE FOOTING BLOCKS -CAST 12" ANCHOR _gOARDS SHALL BE LAID BARK CUT OR SAWED SURFACES IN PRESERVATIVE TREATED MEMBERS SHALL RECEIVE 2
TRANSITION TO 3/4" GALVENIZED SCREWS INTO FOOTING 6" DEEP SIDE UP. COATS OF THE SAME PRESERVATIVE USED IN THE ORIGINAL TREATMENT.
EXISTING GRADE RIP RAP SCOUR PROTECTION ON SLOPE
5. TIMBER DECKING SHALL BE PLACED "BARKSIDE" FACE UP, AND SHALL BE CUT IN
TO BASE OF FOUNDATION WALL (2) 6 x 70 BEAMS BOLTED TO 8 x 8
CROSS MEMBERS (2-4X10 BEAMS FOR 16' CONTINUOUS LENGTHS. SPACING BETWEEN DECK BOARDS SHALL BE HAND
„ LONG BRIDGE) TIGHT.
23'-5
7'-2•• 6. TIMBER DECK SHALL BE FREE OF SPLINTERS, WARPAGE, BOW ETC. AND SHALL sca.e: NTS
BE PLANED SANDED TO A SMOOTH EVEN FINISHED SURFACE. ~n~: 1 1/1/04
i
"
o = 7, ALL SURFACES TO BE FINISHED WITH (2) COATS OF EXTERIOR GRADE WOOD PROJECT NUMBER:
M 'ENDURANCE SEMI-TRANSPARENT NO. 9891 SERIES STAIN BY GLIDDEN OR FILE NAME
2' 2, N APPROVED EQUAL. FINAL TINT BASE TO BE APPROVED BY OWNERS

REPRESENTATIVE. o2nwN sY : ERS
APPROVED : SRF
k~ I k< ~ ~ ~ ALL HARDWARE INCLUDING BOLTS, NUTS, WASHERS, DRIFT PINS, ETC. SHALL BE
'~t'-r~t'1`",~`1` TI7LE
HOT DIPPED GALVANIZED AFTER FABRICATION UNLESS NOTED OTHERWISE.
STABILIZE FOOTING STABILIZ BLOCKS WITH # 57 BLOCKS STABILIZE FOOTING TIMBER SHALL BE PREDRILLED FOR DRIFT PIN INSTALLATION, SCREW AND BOLT PEDESTRIAN BRIDGE
BLOCKS WITH # 57 CONNECTIONS TO AVOID SPLITTING. DETAILS
STONE 6" BELOW STONE 6 STONE 6" BELOW
-Tl'P. 4' WIDE BRIDGE
-2 SECTION SCALE: 3/4'=V-0"
SHEET: PB-2