20200045 Ver 1_A16008.03_SmithCreek_Phase3_Structure_Plans_20200107

10'-0" MIN. CLEAR WIDTH
SEE GRIP -ABLE 2X6 TOP RAIL
HANDRAIL DETAIL
4(SEE SHEET SB-2)
2" BLACK VINYL
COATED CHAIN LINK 2X6 BOTTOM RAIL (TYP.)�
FENCE PANEL (TYP.) 3X12 JOIST (TYP.)
FULL DEPTH BLOCKING AT
PILE LOCATION TYP.
SQUARE TENSION TIES REINFORCED 1" METAL
(STAGGERED POSITION CONCRETE DECK DECKING
BEHIND RAILS)
3X12X18" BLOCKING AT
OUTSIDE STRINGERS , " "
I o o I
I o I a l
SIMPSON LSTA12 FLAT
STRAP @ 45°ANGLE
CONNECTING BLOCKIN
@ PILE LOCATIONS TO
PILE CAP (TYP.)
- ­%/11
SIMPSON LTS12 TWIST -
STRAP (TYP. EA. JOIST)
9" MIN. TIP DIAM. PILING
NOTE: SEE SHEET SB-3 FOR SECTION CUT LOCATION
TYPICAL 10' SPAN CONSTRUCTION SHOWN
CANTED 2X8 TOP RAIL PROVIDE
300 TO HORIZONTAL
PROVIDE 1/2" RADIUS CORNERS (TYP.)
4 X6 POSTS -
@ 5'-0" O.C.
o
co
i t
4"
3X12 SPACER BLOCK (TYP.)
3X12 PILE CAP NOTCHED INTO FRONT
& BACK FACES OF PILING (TYP. FOR 10' SPANS)
3/4" 0 THRU BOLTS (TYP.)
* SUPERELEVATION OF CONCRETE DECK SHALL BE ACHIEVED BY VARYING THE TOP SURFACE
OF THE CONCRETE DECK WITH AN ADDITIONAL 2" ON ONE SIDE (SEE SLAB SECTION DETAILS)
BOARDWALK LOCATIONS
BOARDWALK #
CHAIN
BEGIN STATION
ELEVATION
CHAIN
END STATION
ELEVATION
LENGTH
20, SPAN
REMARKS
1
-L 1-
23+67.65
206.89
-L 1-
24+07.65
206.47
40.00'
N/A
-
2
-L 1-
35+97.65
207.00
-L 1-
36+37.65
207.00
40.00'
N/A
-
NOTE: N/A INDICATES THAT A 20 FOOT BOARDWALK SPAN IS NOT ANTICIPATED BUT COULD BE ADDED AS DIRECTED BY
ENGINEER TO SATISFY SITE REQUIREMENTS. THERE IS AT LEAST ONE 20 FOOT BOARDWALK SPAN IN BOARDWALKS THAT
INDICATE "YES" IN THE 20' SPAN COLUMN. BEGIN AND END ELEVATIONS SHOWN. FOR INTERMEDIATE ELEVATIONS, SEE
PROFILE.
61/2X3 LIGHT GAUGE GAL' '
ANGLE WELDED -
GALVANIZED METAL DE(
HIGH SLAB SECTION
LEFT SIDE
JFORCED CLASS / "
CONCRE-
4X4 - W4.OXW4.0
-DED WIRE MESH
BBU AT 4'-0" CTS.
)ALV. METAL DECK
LOW SLAB SECTION
RIGHT SIDE
TYPICAL BOARDWALK DETAILS
M LIGHT GAUGE GALV.
JGLE WELDED TO
kLVANIZED METAL DECK
GENERAL NOTES:
1. BOARDWALKS ARE TO BE SUPPORTED ON 10" MIN. TIP DIAMETER PILING AND CONSTRUCTED USING TOP -DOWN
CONSTRUCTION METHODS.
2. ALL TIMBER DIMENSIONS ARE BASED ON NOMINAL TIMBER SIZES.
3. ALL EXPOSED CORNERS OF 2X8 TOP RAILS SHALL BE FINISHED WITH 3/4" MINIMUM RADIUS.
4. PRE -DRILLED HOLES MAY BE NECESSARY TO PREVENT SPLITTING OF TIMBERS DURING CONSTRUCTION.
6. TIMBER PILES ARE DESIGNED BASED ON A MAXIMUM UNSUPPORTED LENGTH OF 6 FEET.
7. BOARDWALK DECKING SHALL BE A CAST IN PLACE CONCRETE DECK.
8. CONCRETE DECK SHALL CONSIST OF CLASS AA CONCRETE REINFORCED WITH AN EPDXY COATED 4X4 - W4.OXW4.0
WELDED WIRE FABRIC. WELDED WIRE FABRIC MESH SHALL HAVE 8" MIN. LAPS AND MAINTAIN 2" MINIMUM CLEARANCE
TO ALL FORM ANGLES AND JOINTS. WELDED WIRE FABRIC MESH SHALL BE SUPPORTED ON 11/4" BBU SUPPORTS SPA.
AT 4'-0" O.C.
9. CONCRETE DECK SHALL BE INSTALLED ON A VULCRAFT 1.0020 METAL DECK FORM WITH WITH A GALVANIZED FINISH.
ACCEPTABLE DECK FORM ALTERNATIVES MUST MEET THE FOLLOWING CRITERIA: MINIMUM SECTION MODULUS OF
0.167 INA3/FT, MINIMUM YIELD STRENGTH OF 60 KSI, AND A MAXIMUM RIB DEPTH OF 1".
10. THE GALVANIZED METAL DECK FORM SHALL BE CONNECTED TO EACH JOIST AT 12" O.C. USING NO. 8 PAN HEAD
SCREWS. AT LAP LOCATIONS OF THE GALVANIZED METAL FORMS, USE SHEET METAL SCREW CONNECTIONS AT 12"
O.C..
11. METAL DECK FORM ANGLES SHALL BE GALVANIZED LIGHT GAUGE METAL. WHERE FORM ANGLES ARE WELDED TO THE
METAL DECK FORM, WELDS SHALL BE CLEANED AND COATED WITH AN INORGANIC ZINC PRIMER. FOR INORGANIC ZINC
PRIMER, SEE SECTION 1082 OF THE NCDOT STANDARD SPECIFICATIONS.
12. WHEN POURING CONCRETE FOR THE CONCRETE DECK, CONSTRUCT A TIMBER MAT ON TOP OF THE UNPOURED
DECKING TO PROTECT AGAINST DEFORMATION TO THE METAL DECK FORM AND WELDED WIRE FABRIC MESH.
13. 1/2" OPEN JOINTS SHALL BE PLACED AT EACH BENT LOCATION AND AT 10' MAXIMUM CENTERS ALONG THE LENGTH OF
THE BOARDWALK.
14. ALL BOLTS, NUTS, WASHERS, ETC. SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH
ASTM A153 UNLESS OTHERWISE NOTED. SIMPSON STRONG TIE CONNECTORS (WHERE USED) SHALL BE GALVANIZED.
15. TREATED TIMBER AND LUMBER SHALL BE USED AND SHALL BE IN ACCORDANCE WITH 2O18 NCDOT STANDARD
SPECIFICATIONS, SECTION 1082 AND SHALL BE SOUTHERN PINE, GRADE 1 OR BETTER.
16. ALL WORK SHALL BE ACCOMPLISHED AS DIRECTED BY THE ENGINEER. ANY DISCREPANCIES FOUND ON THIS
DRAWING SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING.
17. BASIS OF PAYMENT FOR THE BOARDWALK WILL BEAT THE CONTRACT UNIT PRICES FOR BOARDWALK 10 FOOT SPANS,
BOARDWALK 20 FOOT SPANS, BOARDWALK TIMBER PILES 10" MIN. TIP DIAM., AND CONCRETE DECK, AND WILL BE FULL
COMPENSATION FOR FURNISHING ALL MATERIAL, LABOR, TOOLS, AND INCIDENTALS NECESSARY FOR INSTALLING IN
PLACE.
18. X-BRACE TIMBER PILES IN THE TRANSVERSE DIRECTION IN ALL BAYS WHEN TOP OF BOARDWALK EXCEEDS 5'-0" IN
HEIGHT FROM TOP OF DECK TO GROUND SURFACE. X-BRACE IN LONGITUDINAL DIRECTION WILL NOT BE ALLOWED.
ATTACH X-BRACING TO POSTS W/ 5/8" DIA. HEX BOLT AT EACH END. FOR BRACING DETAILS SEE DWG. SB-4.
19. 2X6 BOTTOM SUPPORT RAIL TO BE INSTALLED 2" ABOVE DECK SURFACE.
20. HANDRAIL SHALL BE CONTINUOUS ACROSS A MINIMUM OF THREE POSTS.
21. VINYL COATED CHAIN LINK FENCE SHALL BE CLASS 2B FUSED AND BONDED MATERIAL AND BE KNUCKLED AT BOTH
ENDS.
22. THE NOTCHED AREA ON TOP OF THE TIMBER PILES MUST BE TREATED WITH A WATERPROOFING SEALANT MATERIAL
APPROVED BY THE NCDOT MATERIALS AND TESTS UNIT.
23. UNO = UNLESS NOTED OTHERWISE.
24. STRUCTURAL FACTORED LOADS USED IN THE BOARDWALK DESIGN ARE AS FOLLOWS:
10 FOOT SPAN ADJACENT TO 10 FOOT SPAN:
COMPRESSION 12.5 KIPS PER PILE (DEAD + LIVE)
UPLIFT 0.0 KIPS PER PILE
LATERAL 0.9 KIPS PER PILE
10 FOOT SPAN ADJACENT TO 20 FOOT SPAN:
COMPRESSION 19.4 KIPS PER PILE (DEAD + LIVE)
UPLIFT 0.0 KIPS PER PILE
LATERAL 1.3 KIPS PER PILE
25. FOR FOUNDATION NOTES, SEE SHEET SB-2.
DESIGN LOADS
PEDESTRIAN LIVE LOAD 90 PSF
VEHICLE LIVE LOAD AASHTO H5
10,000 LBS.
WIND LOAD ON
SUPERSTRUCTURE 35 PSF
STEWART
223 S. WEST ST., SUITE 1100 FIRM LICENSE #: C-1051
RALEIGH, NC 27603 www.stewartinc.com
T 919.380.8750 PROJECT #: A16008
Client:
TOWN of
jawWAKE FOREST
301 S. BROOKS STREET
WAKE FOREST, NORTH CAROLINA 27587-2901
T: 919-435-9513
F: 919-435-9539
Project:
SMITH CREEK
GREENWAY
PHASE 3 OF 3
Vicinity map:
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SEAL 9�
11725
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U/�7c/4262&412422
..
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Issued for:
No. Date Description
Title:
Project number: A16008.00 Sheet:
Date: 01 /06/2020
Drawn by: VC SB-1
Approved by: DRR

4X6 RAIL POST
2X4X8
SPACER BLOCK @
EACH RAIL POST
0:(3M ML1�IZ "III
1/n rii i rr irvn x
HANDRAIL DETAIL
SEE HANDRAIL ATTACHMENT DETAILS
FOR HANDRAIL TO RAIL POST CONNECTIONS
4 - #10X31/2"
STAINLESS STEEL
SCREWS BETWEEN
2X4 SPACER & RAIL
POST
JDRAIL
�CER
4X6 RAIL POST
2X4X8
SPACER BLOCK @
EACH RAIL POST
WOOIIm/_1►1Q:7_1II
4 - #10X31/2"
STAINLESS STEEL
SCREWS BETWEEN
2X4 SPACER & RAIL
POST
FOUNDATION NOTES:
1. PILES AT BOARDWALK NO. 1 AND BOARDWALK NO. 2 ARE DESIGNED FOR A FACTORED RESISTANCE OF 10 TONS PER PILE.
2. DRIVE PILES AT BOARDWALK NO. 1 AND BOARDWALK NO. 2 TO A REQUIRED DRIIVNG RESISTANCE OF 20 TONS PER PILE.
3. INSTALL PILES AT BOARDWALK NO. 1 TO A TIP DEPTH NO SHALLOWER THAN 7 FT.
4. INSTALL PILES AT BOARDWALK NO. 2 TO A TIP DEPTH NO SHALLOWER THAN 11 FT.
5. TESTING PILES WITH THE PDA DURING DRIVING, RESTRIKING OR REDRIVING MAY BE REQUIRED. THE ENGINEER WILL
DETERMINE THE NEED FOR PDA TESTING. FOR PDA TESTING, SEE SECTION 450 OF THE STANDARD SPECIFICATIONS (AND FOR
PILE DRIVING CRITERIA, SEE PILE DRIVING CRITERIA PROVISION).
0
7
0
FOR BENTS WHERE ONE OR MORE PILES FAIL TO REACH THE MINIMUM TIP DEPTH, A THIRD PILE MAY BE REQUIRED AT THE
DISCRETION OF THE ENGINEER.
IF VIBRATORY INSTALLATION METHODS ARE USED, AT LEAST ONE PILE FOR EACH 100-FOOT SEGMENT OF BOARDWALK MUST BE
STRUCK WITH AN IMPACT HAMMER TO VERIFY ADEQUATE CAPACITY.
PILE DRIVING CRITERIA SHOULD BE ESTABLISHED BY A QUALIFIED GEOTECHNICAL ENGINEER PRIOR TO MOBILIZATION OF PILE
DRIVING EQUIPMENT.
PILE INSTALLATION SHOULD BE OBSERVED AND LOGGED ON A FULL TIME BASIS BY A QUALIFIED INSPECTOR WORKING UNDER
THE DIRECTION OF A GEOTECHNCIAL ENGINEER.
REQUIRED PILE TIP DEPTHS
10 FOOT SPAN
BOARDWALK 1
7 FT
BOARDWALK 2
11 FT
i
'
I
ALL PROVIDED DEPTHS ARE RELATIVE TO THE GROUND SURFACE
'0
0
AT EACH PILE LOCATION.
2 - #1 OX311
2 - #1 OX311
3 - #10X311
3 - #10X3"
STAINLESS STEEL
STAINLESS STEEL
STAINLESS STEEL
STAINLESS STEEL
SCREWS BETWEEN
SCREWS BETWEEN
SCREWS BETWEEN
SCREWS BETWEEN
HANDRAIL & 2X4
HANDRAIL & 2X4
HANDRAIL & 2X4
HANDRAIL & 2X4
SPACER
SPACER
SPACER
SPACER
HANDRAIL CONTINUOUS
(aD- POSTS
HANDRAIL SPLICED
(@, POSTS
HANDRAIL ATTACHMENT DETAIL
TYPICAL BOARDWALK DETAILS
"64VI
STEWART
223 S. WEST ST., SUITE 1100 FIRM LICENSE #: C-1051
RALEIGH, NC 27603 www.stewartinc.com
T 919.380.8750 PROJECT #: A16008
Client:
TOWN of
WAKE FOREST
301 S. BROOKS STREET
WAKE FOREST, NORTH CAROLINA 27587-2901
T: 919-435-9513
F: 919-435-9539
Project:
SMITH CREEK
GREENWAY
PHASE 3 OF 3
Vicinity map:
Seal:
SEAL 9�
11725
tLka
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Ql, ••
CE4202&412422 _ ---►.....
...
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
Issued for:
No. Date Description
Title:
Project number: A16008.00 Sheet:
Date: 01 /06/2020
Drawn by: VC SB-2
Approved by: DRR

FULL DEPTH BLOCKING
AT EA. POST AND
MIDSPAN LOCATIONS
SEE DETAIL C (TYP.) 3X12XV-6" SPLICE BLOCK
SEE DETAIL B
�► A
I-
-
3X12
IV)
J6"MAX.
,_ ; (TYP.) JOIST
00
10" MIN. TIP DIAM. TIMBER PILES
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(TYP.)
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74-3X12
4" CONCRETE DECK —
3X12 SPACER
4 X 6 RAIL
PILE CAP MEMBERS
2- 5/8"QJ THRU BOLTS
POST (TYP.)
NOTCHED INTO EACH SIDE
(SEE DETAIL B)(TYP.)
OF PILE (TYP.)
PLAN VIEW -
BOARDWALKS
GALVANIZED
FENCE STAPLES
SPA. @ 18" O.C.
MAX. (TOP AND
BOTTOM) (TYP.)
3/4"0 THRU BOLTS
W/ WASHERS
(TYP.)
10'-0"
DESIGN LOADS
CANTED2X8
TOP RAIL
5'-0"
2X6 TOP RAIL
0
5'-0"
36" BLACK VINYL
COATED CHAIN
LINK FENCE
4 - 3X12 PILE CAP 21/2" NOTCH IN
MEMBERS (TYP.) TIMBER PILES
TO PROVIDE
FULL BEARING (TYP.)
PEDESTRIAN LIVE LOAD 90 PSF
VEHICLE LIVE LOAD AASHTO H5
WIND LOAD ON
SUPERSTRUCTURE 35PSF
10'-0"
BOARDWALK APPROACH SLAB
OR CONCRETE TRAIL
(SEE SHEET SB-9 FOR APPROACH
SLAB DETAILS AND LOCATIONS)
3X12 PILE CAP ME
(TYP. EACH SIDE OF
3X12X1 V-6" WING WALL BOARDS
(3 REQUIRED)
TENSION BAR (FROM DECK SEE DETAIL A FOR CHAIN LINK TO POST
TO TOP RAIL) (VINYL ATTACHMENT DETAIL
COATED TO MATCH FENCE)
5'-0" 5'-0" ATTACH 2X8 TOP RAIL W/(2) #10x3"
WOOD SCREWS @ 12" CTS.
//__ 4X6 RAIL
POST (TYP)
0
2- 5/8"0 THRU BOLTS
(SEE DETAIL B)(TYP.)
10" MIN. TIP DIAM.
TIMBER PILES
I
r-A Ir1 \ /I r-1 A /
36" BLACK VINYL COATED
CHAIN LINK FENCE (TYP.)
2X4 SPACER ATTACHED TO POST W/ MIN.
OF 4-NO. 10X31/" STAINLESS STEEL
SCREWS (TYP.)
REINFORCED CONCRETE APPROACH
(SEE SHEET SB-6 FOR PAVEMENT
DETAILS AND LOCATION)
2X6 BOTTOM J
SUPPORT RAIL
10'-0" 71/4r,
ELEVATION VIEW -BOARDWALKS
TYPICAL BOARDWALK DETAILS
(SEE SHEET SB-1 FOR SECTION A -A)
ABC STONE
3X12X12'-0" WING WALL BOARDS
(2 REQUIRED) (ABOVE AND BELOW CAP)
DETAIL A
SIMPSON BP 5/8 - 3 (TYP.)
3X12 JOIST
LIGHT GAUGE GALV.
ANGLE WELDED TO GALV.
METAL DECK
^7NCRETE DECK
_V. METAL DECK 3X12
SPLICE
2 JOIST BLOC
3X12 PILE
CAP
MEMBER 811
--------------------
I I
I I
31„ O
I I THRU BOLTS
--------------------;----- -- ,
I I
I I
8'-3" 1'-711
i
I
4/4" O THRU BOLTS
TIMBER PILES
ELEVATION
BEAM CONNECTION TO TIMBER PILES
(TYPICAL 10' SPANS)
4-NO. 10X31/2" STAINLESS STEEL
SCREWS PER RAIL PER POST (TYP.)
GALVANIZED FENCE STAPLES
SPACED AT 18" O.C. MAX. TOP
AND BOTTOM RAILS
ATTACH TENSION BAR TO POST
USING NO. 10X3" STAINLESS STEEL
SCREWS (TYP.)
SIMPSON BP 5/8 - 3 (TYP.)
3X12 JOIST
3X12 JOIST J //
3X12 SPACER J
DETAIL C
3X12 SPLICE BLOCK
3X12 JOIST
3X12 SPACER
DETAIL B
2- 5/8"0 THRU BOLTS
W/ WASHERS(TYP.)
3X12 JOIST
2- %8"0 THRU BOLTS
W/ WASHERS(TYP.)
STEWART
223 S. WEST ST., SUITE 1100 FIRM LICENSE #: C-1051
RALEIGH, NC 27603 www.stewartinc.com
T 919.380.8750 PROJECT #: A16008
Client:
TOWN of
WAKE FOREST
301 S. BROOKS STREET
WAKE FOREST, NORTH CAROLINA 27587-2901
T: 919-435-9513
F: 919-435-9539
Project:
SMITH CREEK
GREENWAY
PHASE 3 OF 3
Vicinity map:
Seal:
i
SEAL 9�
11725 -
�aV_(
942;n(Y:412422...
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
Issued for:
No. Date Description
Title:
Project number: A16008.00 Sheet:
Date: 01 /06/2020
Drawn by: VC S B-3
Approved by: DRR

%8" 0 HE)
T)
oxel"V :1G7.
TIMBER PILES
10'-0" CLEAR WIDTH
USE TRANSVERSE
BRACING WHEN THIS
HEIGHT EXCEEDS
5'-0" (SEE NOTE 19
ON SB1)
TRANSVERSE BRACING DETAIL
TYPICAL BOARDWALK BRACING DETAIL ON TIMBER PILES
(TRANSVERSE DIRECTION)
r-1 f)vl
r'l ()If
F1 n11
10'-0" 10'-0" 10'-0"
(HORIZ. SECTION) (SECTION BASED ON HORIZ. DIST.) (HORIZ. SECTION)
ELEVATION VIEW WITH SLOPED DECKING
%8" O HEX BOLT
2 X 6 X-BRACING
I
QTIMBER PILES
DETAIL D
TYPICAL BOARDWALK BRACING CONNECTION DETAIL FOR 20' SPANS
2 - Y4"X4%2" SCREWS, SCREW FROM
OPPOSITE FACE AT ADJACENT
SET OF SCREWS
N
O --0
N 0
24"
DOUBLE 3X12 TIMBER CAP NAILING PATTERN
""W71
STEWART
223 S. WEST ST., SUITE 1100 FIRM LICENSE #: C-1051
RALEIGH, NC 27603 www.stewartinc.com
T 919.380.8750 PROJECT #: A16008
Client:
TOWN of
WAKE FOREST
301 S. BROOKS STREET
WAKE FOREST, NORTH CAROLINA 27587-2901
T: 919-435-9513
F: 919-435-9539
Project:
SMITH CREEK
GREENWAY
PHASE 3 OF 3
Vicinity map:
Seal:
still 11
SEAL
11725
Doc blG:. . ••' C9 ���
XtD20412422... �•`
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
Issued for:
No. Date Description
Title:
Project number: A16008.00 Sheet:
Date: 01 /06/2020
Drawn by: VC SB-4
Approved by: DRR

O
T-
`t - . ) /\ I.,- F- ILL
MEMBERS NOTCHED
INTO EACH SIDE OF
PILE (TYP.) PLAN VIEW — 20 FT SPAN
GALVANIZED
FENCE STAPLES
SPA. @ 18" O.C.
MAX. (TOP AND
BOTTOM) (TYP.)
4 - 3X12 CAP
MEMBERS
(TYP.)
CANTED2X8
TOP RAIL
O
O
"1 1
5'-0"
36" BLACK VINYL
COATED CHAIN
LINK FENCE
6 X 12 JOIST
TENSION BAR (FROM DECK
TO TOP RAIL) (VINYL
COATED TO MATCH FENCE)
5'-0"
2X6 TOP RAIL
SEE BEAM CONNECTION
TO TIMBER PILES DETAIL
(TYP.)
10" MIN. TIP DIAM.
TIMBER PILE (TYP.)
DESIGN LOADS
2 - 5/8" 0 THRU BOLTS
(SEE DETAILS E & F)
(TYP.) 2X6 BOTTOM
SUPPORT RAIL
20'-0"
M II 1 r'%r7M-r J MI !ll�Illnln.7 AT 5'-0"
SEE DETAIL A FOR CHAIN LINK TO POST
ATTACHMENT DETAIL ON SHEET SB-2
5'-0" ATTACH 2X8 TOP RAIL W/(2) #10X3"
P. I /— WOOD SCREWS @ 12" CTS.
4X6 RAIL
POST (TYP)
ELEVATION VIEW - 20 FT SPAN
PEDESTRIAN LIVE LOAD 90 PSF
VEHICLE LIVE LOAD AASHTO H5
WIND LOAD ON
SUPERSTRUCTURE 35 PSF
of to
3X12 PILE CAP MEI
(TYP. EACH SIDE OF
�H 6X12 JOIST TO
✓IDE BEARING
3X12 JOISTS
. FOR EXTERIOR
rS AT BENTS)
6X12 JOIST
I
Pwn \/IP\A/
NOTCHED 6X12 JOIST —
3X12 JOIST
2X4 SPACER ATTACHED
TO POST W/ MIN. OF 4—NO. 10X3 Y2"
STAINLESS STEEL SCREWS (TYP.)
REINFORCED CONCRETE APPROACH
(SEE SHEET SB-6 FOR PAVEMENT
DETAILS AND LOCATION)
ABC STONE
3X12X12'-0" WING WALL BOARDS
(2 REQUIRED) (ABOVE AND BELOW CAP)
2Y2" NOTCH IN TIMBER
PILES TO PROVIDE
FULL BEARING (TYP.) 71�4„
TYPICAL DETAILS FOR 20 FT BOARDWALK UNIT
3X12 SPACER
DETAIL E
�'�NCRETE DECK
V. METAL DECK
2 JOIST
LIGHT GAUGE
GALV. ANGLE WELDED
TO GALV. METAL DECK
NOTCHED
6X12 JOIST
3X12 JOIST
I I
I I
-- — - — - — - — -—-—-— - — - — -
I
3/411 0
-------------------- ;-----� —
THRU BOLTS
8'-3" V-7
3/4" 0 THRU BOLTS
� TIMBER PILES
ELEVATION
BEAM CONNECTION TO TIMBER PILES
(TYPICAL 20' SPANS)
�N
N
2— 44 0 THRU BOLTS —
W/ WASHERS(TYP.)__-
6X12 JOIST �N
6X12 JOIST `V
3X12 SPACER
DETAIL F
3X12 PILE
CAP
MEMBER
2- 3/4" THRU BOLTS
W/ WASHERS(TYP.)
STEWART
223 S. WEST ST., SUITE 1100 FIRM LICENSE #: C-1051
RALEIGH, NC 27603 www.stewartinc.com
T 919.380.8750 PROJECT #: A16008
Client:
TOWN of
WAKE FOREST
301 S. BROOKS STREET
WAKE FOREST, NORTH CAROLINA 27587-2901
T: 919-435-9513
F: 919-435-9539
Project:
SMITH CREEK
GREENWAY
PHASE 3 OF 3
Vicinity map:
Seal:
0! �.��
SEAL
11725
\gip•; FN � �`':
Doci ay.G I
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
Issued for:
No. Date Description
Title:
Project number: A16008.00 Sheet:
Date: 01 /06/2020
Drawn by: VC SB-5
Approved by: DRR

Y2
JUIN I
-1011 TLJI/-`I! r]A\/IG
6" 10 - #4A1 BARS @ 12" CTS.
lei
PLAN VIEW - APPROACH SLAB
FOR USE ON ALL APPROACH SLABS, UNLESS NOTED OTHERWISE
BILL OF MATERIAL
FOR ONE APPROACH SLAB
(10 REQ'D)
BAR
NO.
SIZE
TYPE
LENGTH
WEIGHT
Al
10
#4
STR
9'-8"
65
B1
10
#4
STR
9'-811
65
REINFORCING STEEL
130 LBS.
CLASS AA CONCRETE
3.1 C.Y.
r
i
J
Z
7
L
L
ASPHALT/CONCRETE PAVING
TRANSITION SEE ASPHALT/
CONCRETE CONNECTION DETAIL.
NOTE:
PAYMENT FOR CONCRETE TRAIL AT EACH END OF BOARDWALK WILL BE MADE
UNDER THE PAY ITEM "CONCRETE APPROACH".
CONCRETE APPROACHES ARE REQUIRED AT THE BEGINNING AND END OF
BOARDWALKS #1, #4, #5, AT THE BEGINNING OF BOARDWALK #2, AND AT THE
END OF BOARDWALK #3.
1/11 CvnAAIC`Ir-N
3 X 12 WIr
CONCRETE
METAL DEC
FORM
3x12 JOIST
1
(4 - 3X 12 MI
TIMBER F
ORCED
BETE TRAIL
BARS @ 12" CTS.
COMPACTED ABC
GEOTEXTILE FABRIC
COMPACTED
SUBGRADE
3 X 12 WING WALL BOARD
CONCRETE/BOARDWALK CONNECTION
10'-0"
6" � , #4 B 1 BARS @ 12" CTS.
10"
A
#4 BARS @ 12" CTS.
REINFORCED
CONCRETE
APPROACH SLAB
0
TYPICAL DETAILS FOR BOARDWALK APPROACH
R
CONCRETE APPROACH SLAB
#4 Al BARS @ 12" CTS.
6" COMPACTED ABC
COMPACTED SUBGRADE
SECTION A -A
2'-011
2"
12'-0" TO END OF
GEOTEXTILE FABRIC
COMPACTED ABC
3" CL. 2" OF SF9.513 ASPHALT
GEOTEXTILE FABRIC
� O -o 0 �
00
COMPACTED
SUBGRADE
ASPHALT/CONCRETE CONNECTION
NOTE: GEOTEXTILE TO EXTEND FULL WIDTH OF TRANSITION.
COST OF GEOTEXTILE TO BE INCLUDED WITH THE PAY ITEM
"CONCRETE APPROACH TO BOARDWALK".
"Owl
STEWART
223 S. WEST ST., SUITE 1100 FIRM LICENSE #: C-1051
RALEIGH, NC 27603 www.stewartinc.com
T 919.380.8750 PROJECT #: A16008
Client:
TOWN of
WAKE FOREST
301 S. BROOKS STREET
WAKE FOREST, NORTH CAROLINA 27587-2901
T: 919-435-9513
F: 919-435-9539
Project:
SMITH CREEK
GREENWAY
PHASE 3 OF 3
Vicinity map:
Seal:
i
SEAL 9�
11725
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PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
Issued for:
No. Date Description
Title:
Project number: A16008.00 Sheet:
Date: 01 /06/2020
Drawn by: VC SB-6
Approved by: DRR

A
SECTION A -A
2X
n\//` M A TI
B
low /1VA OnCTC
BOARn A A I
A I
BOARDWALK APPROACH RAIL ELEVATION
SHOWING BACK FACE OF RAILING
( %q" RECESS
K OF POSTS
AGE
WASHER
"" -1AMFER
END OF
GRADE ELEVAT
1'-0"
TO E
CONC
AROL
n I n
H� �H�� WITH EMBEDDED 4 X 4
OR STONE ( TYP.)
TYPICAL BOARWALK APPROACH RAIL ELEVATION
BOARDWAL
RAILIN
NOTES
ALL TREATED LUMBER FOR THE GUARDRAIL & POSTS SHALL MEET THE REQUIREMENTS OF SECTION 1082
OF THE NCDOT STANDARD SPECIFICATIONS.
ALL SCREWS, BOLTS, NUTS AND WASHERS ARE TO BE HOT DIPPED GALVANIZED°
THE LOCATION OF POST FOOTINGS AND END BLOCKS ARE TO BE FIELD VERIFIED. DEVIATIONS FROM PLAN
DIMENSIONS ARE TO BE APPROVED BY THE ENGINEER°
THE APPROACH RAIL SET INCLUDES TWO RAILS FOR A PARTICULAR INSTALLATION° FOR APPROACH RAIL
SET, SEE SPECIAL PROVISIONS.
APPROACH RAILS ARE REQUIRED AT THE BEGINNING AND END OF ALL BOARDWALKS FOR THIS PROJECT.
(2 APPROACH RAIL SETS IN TOTAL)
END OF APPROACH RAIL SHALL BE AT LEAST 2'-0"FROM EDGE OF GREENWAY WITH A MINIMUM ANGLE
OF 15 DEGREES.
C 1" 0 X %q" RECESS
IN BACK OF POSTS
2X6 RAIL
5" x 1/4" CARRIAGE
BOLT W/ NUT & WASHER
SECTION B-B
SECTION C-C
APPROACH RAIL DETAILS
4 END RAIL
2X6 RAIL
"548,1
STEWART
223 S. WEST ST., SUITE 1100 FIRM LICENSE #: C-1051
RALEIGH, NC 27603 www.stewartinc.com
T 919.380.8750 PROJECT #: A16008
Client:
TOWN of
WAKE FORES
301 S. BROOKS STREET
WAKE FOREST, NORTH CAROLINA 27587-2901
T: 919-435-9513
F: 919-435-9539
Project:
SMITH CREEK
GREENWAY
PHASE 3 OF 3
Vicinity map:
Seal:
still 11
SEAL
11725
Doc &Jr�
2W(" F412422...
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
Issued for:
No. Date Description
Title:
Project number: A16008.00 Sheet:
Date: 01 /06/2020
Drawn by: VC SB-7
Approved by: DRR