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LOCATI0111: SOUTH OF US 64 REST AREA
MANTEO, ROA11iOKE ISLA11lD
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TYPE OF WORK ST0111E WALKWAY C011lSTR UCTION f�' �' .�,� .°�x ` � s:�
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ELEVATED WOODE11t WALKWAY COIVSTRUCTION �,;;'�`��` �;:.
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PROJECT LENGTH P�e/nie0 in fhe Otflce of:
DIVISION OF HIGHWAYS
LElt'GTH OF STONE WALKWAY -LI- = 593 LF !73 Airport Dr., Edenton, NC 27932
I.ENGTH OF STONE WALKWAY -L2- = 821 LF zou sraxoarso SPEClFICATIONS
TOTAL LENGTH OF STOIYE WALKWAY = 1,414 LF
RIGHT OF WAY DATE: W. B. HOBBS. PE
LENGTH OF ELEVATED WOODEN WALKWAY -LI- = 133 LF DlVIS70N PROJECT MANAGER
LEIIGTH OF ELET�ATED WOODEN WALKWAY -L2- = 190 LF
LETTIIVG DATE: CHRIS SLACHTA
TOTAL LENGTH OF ELEPATED WOODEN WALKWAY = 323 LF orvrsrox rnoPosnrs Excix�x
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ROADWAY DESIGN
ENGINEER
S. P. FENWICK, PLS
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Q' PROJEC� REFERENCE NO. SHEET NO.
� 44226 4
� A�IG�IMEI�T -�I- PlSta 12�97a76
� = 5/° 58' 1304° (LT )
D = 286° 28' 4400"
�_�8��4� Pl Sta l3 f66e02
, Pl Sta ll +37086 ���� T= 9e 7 5' �= 2 6° 5 5' 2 70 7° ( L T )
0= 83° 0/' 1304" �LT ) `� R= 20000 �_//4° 35' 2906„
� D= ll4° 35' 2906" L= 23050'
—
- L = 72045' � N T = //e97'
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, T = 44025' � � R = 50000'
� � R = 50e00' � � � �
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6095'
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20a00'
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BEGIN ELEV AT ED W OODEN
W ALKW AY ST Ao l3 f 22°00
30" ABOV E CREEK NORMAL
W AT ER ELEV AT lON
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Q�IG�IMEI�T -�2-
LEGEND
STONE PATH
ELEV�TED WOODEI�� WALKWAY �
SCALE: I' = 20'
FULL SIZE PLANS
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BEGIN 190' ELEVATED
WOODEN WALKWAY
STA.18+15,30
PROJECT
END STONE WALKWAY
�0 MATCH EXISTING CONCe SIDEWA�K
APPROX. STAe 20+IIv00
Pl Sto l8 f 93.94
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END E�EVATED
WOODEN WALKWAY
STAe 20+05a30
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GRADE TO ADJACENT WETLAND
APPROXa 1200 SQe FT.
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ELEVATED WOOD WALKWAY NOTES:
I. IN CASE OF DISCREPANCY IN DIMENSIONS OR DETAILS, BETWEEN MANUFACTURER AND STRUCTURAL DRAWINGS NOT
AFFECTING STRENGTH, THE MANUFACTURERS PLANS SHALL GOVERN. FOR DIMENSIONS AND DETAILS NOT SHOWN, SEE
MANUFACTURERS PLANS.
2. WHERE A DETAIL IS SHOWN ON STRUCTURAL DRAWINGS FOR ONE CONDITION, IT SHA�L APPLY TO AL� SIMILAR OR LIKE
CONDITIONS, UNLESS NOTED OR SHOWN OTHERWISE ON PLANS.
3. ALL ITEMS SHALL BE TIGHTLY ANCHORED OR ATTACHED SQUARE,PLUMB AND TRUE,OR IN OTHER PLANES AND SHAPES
AS SHOWN ON THE DRAWINGS. JOINTS SHAL� BE TIGHT, EVEN, AND FREE OF OFfSETS. NO FIELD ALTERING OF ANY
MEMBERS WILL BE ALLOWED THAT WILL CAUSE THEM NOT TO BE IN ACCORDANCE WITH THE DRAWINGS AND
SPECIFICATIONS, WITHOUT WRITTEN APPROVAL Of THE PROJECT ENGINEER.
4. THE DIMENSIONS SHOWN WITH A SUFFIX '' ARE APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR BEFORE
FABRICATION.
5. IF THE CONTRACTOR FINDS A DIFFERENCE BETWEEN THESE DRAWINGS AND EXISTING ELEVATIONS, OR OTHER CONDITIONS
WHICH PROHIBIT EXECUTION OF THE WORK AS DIRECTED IN THESE DRAWINGS, CONTRACTOR SHALL NOTIFY ENGINEER
IMMEDIATELY.
6. LUMBER SHALL BE RATEO (AWPA STANDARDS)AS FOLLOWS:
PILINGS:
SET OUTSIDE OF TIDE ZONES: UC-4C �
SET IN SALT OR BRACKISH WATER AND TIDE ZONES: UC-5B
GIRDERS:
WITHIN SPLASH PRONE AREAS IN SALT OR BRACKISH WATER INSIDE TIDE ZONES: UC-56
OTHER: tJC-4B
STRINGERS/JOISTS/TIES:
GROUND CONTACT OR SPLASN ZONE:UC-4B
OTHER: UC-3B
DECKING AND HANDRAI :
GROUND CONTACT OR SPLASH ZONE:UC-48
OTHER: UC-38
7. ALL BOLTS TO BE HOT DIP GALVANIZED,ALL FASTENERS TO BE STAINLESS STEEL OR TREATED FOR EXTERIOR EXPOSURE
AND USE.
2' X 6' CAP RECESS UPPER RAIL BETWEEN
POSTS WHERE HANDRAILIS
PROVIDED
4J(G(6)- RAMP HANDRAILS
i SHALL BE 1�/q' TO I�/p' IN
�Z �� WIDTH OR DIAMETER WITH THE
62 • �'�- OUTSIDE FACE OF THE
7Z • HANDRAIL A MAXIMUM OF 3�/p'
2X4 FROM THE WALL OR BUILDING
FACE
HANDRAIL 2' X 8' 34' MIN. TO 38'
MAX TO FINISHED RAMP WALKING
SURFACE A�L SURFACES ON HANDRRAIL
TO BE ROUTED AND SANDED
HANDRAIL �ETAIL
NTS
3 Z•� 2XI2 OR 2XI0 GIRDER
(2> 5/g' GAIVANIZED BOLTS
PER CONNECTION
NOTCH I'
EACH SIDE
�
GIRDER CONNECTION DETAIL
NTS
4X6 TREATED T
SLOPE=p, pjN /
1�
4'-0° -�I
CONCRETE OIUTLET PADS TO BE
FIEL� LOCATED BY THE ENGINEER
AT PATH LOW POINTS
CONCRETE OUTLET PAD
NTS
4X6 TREATED TIMBER� — 5'— REMOVE FOREST GROUND
DEBRIS TO BARE SOIL
�' "4��2 � UNDER PATH LOCATION
�/4'/FT �7g STONE
EX. GRADE
��
�2'-0'A4 REBAR (SEE PLANS FOR
& 4' O.C. CRADES AND SLOPE
DIRECTION)
PROPOSED GRADE
STONE SHALL BE COMPACTED BY PLATE TAMP
PEDESTRIAN TRAIL SECTION
NTS
WOOD WALKWAY I'XIO' TREATED
(SEE DETAI�)� � �UMBER
PEDESTRIAN TRAIL
%— (SEE DETAIU
5'X4'X4' CONCRETE
DRAINAGE OUTLET PAD
SEE GIRDER
CONNECTION �ETAIL
PROVIDE HANDRAIL (BOTH SIDESI
WHERE NECESSARY PER ADA
REOUIREMENTS (i 5% SLOPE)
WHERE THE HANDRAIL TERMINATES
AT THE TOP OR BOTTOM OF A
RAMP, IT SHALL EXTEND A MINIMUM
OF 12' PAST THE TOE/TOP OF
THE RAMP.
ADD 5'X4'CONCRETE PAD AT EACH END OF ELEVATED WOOD WALKWAY
TYPICAL FOR TRANSITION TO STONE TRAIL
W000 WALKWAY TO STONE TRAIL CONNECTION
NTS
PROIECT REFERENCE NO. I SHEET NO.
5/g' GALVANIZED DOME
HEAD BOLTS W/ 3'WAHERS
SCAB OR LAP SPUCE
STRINGERS 2' OVERLAP
WITH (2) 5/g' GALVANIZED�
BOLTS & 3' WASHERS
� �
ELEVATEO WOOD WA�KWAY SECTION
NTS
42'
60'
� � � �
8' MINIMUM
PENETRATION
�
2X6 DECKING (TYP)
USE (2) 2' SCREWS/80ARD/JOIST
2X6 RAISED
CURB (TYP)
2X8 & 12' O.C.
2-2XI0 BOLTED TO 6X6 PIIING
WITH `'/9'GALVANIZED BOLTS
6X6 PILING
SPACED 8' O.C. MAX.
(TYP)
-2'X4' WOOD TIES WITH (6) °I2 NAILS
'PICAL @ INTERIOR STRINGERS)
ON
2X8 CAP fASTENEO WITH l31
�12d NAILS AT EACH PILE &
AT 2' O.C. AIONG TOP RAIL (TYP)
2X4 (TYP) 8' MAXIMUM
HORIZONTAL GAP fASTENED WITH �/z'
GAIVANIZED DOME NEAO BOLTS &
3'WASHERS
2X6 DECKING FASTENED WITH 12d
�(3�/4') NAILS (3 AT EACH STRINGER)
6X6 POST � 6' O.C. MAX.
2XI0 � 16' O.C.
0
2-2XI2 BOLTED TO 6'X6' PILING
(SEE GIRDER CONNECTION DETAIU
6'X6' PILING OW 6'o MARINE GRADE
SPACED IO' O.C. MAX. (TYP)
(21-2'X4' WOOD TIES WITH (6) °I2 NAILS
, (TYPICAI � WTERIOR STRINGERS)
ELEVATED WOOD WALKWAY WITH RAILS/HANDRAILS
NTS