62-13 New

HARBOR LINE
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,E�I S TI N G 1 /
,RIVER WALK: s s
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RIPARIAN CORRIDOR
LIMIT PROVIDED BY LMG
RIPARIAN CORRIDOR
SETBACK PROVIDED BY LMG
CENTER LINE OF CHANNEL
PROVIDED BY LMG
Af11AtNEWT DIDADIAAI I AAIM^UlklrM_
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LANDOWNER:
6.5 ---- STORM HIGH = 6.58 FEET
IF
-U 3.5
---- MHHW = 3.26 FEET
3 ---- MHW = 3.01 FEET
2.5
2
1.5
1 ---- NAVD88 = 0.99 FEET
---- MTL = 0.87 FEET
.5
0 bM ----NGVD29 = 0.00 FEET
-.5
---- MLW = -1.27 FEET
-2 ---- M LLW = -1.42 FEET
TIDAL CHART
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RIVERWALK AMENITY BASE BID
AMENITY
SYMBOL
QUANTITY
APPROXIMATE AVERAGE SPACING
30 TOTAL
BENCHES
E=
(10 GROUPS
120'-0"
OF 3)
STOOLS
O
15 TOTAL
(5OGROUPS
240'-0- (EVERT OTHER BENCH GROUP)
LITTER
RECEPTACLE
0
10 TOTAL
120'-0' O.C. AT EACH BENCH GROUP)
LUMIN
w/ BANNERS
31 TOTAL
40'-0" O.C.
BINOCULARS
0
8 TOTAL
3 AT EACH WIDENED WALKWAY AREA
(2 0 SOUTH SEGMENT)
FIBER GLASS
ANIMALS
3 TOTAL
1 AT EACH WIDENED WALKWAY AREA
OSPREY NEST
1 TOTAL
SEE PLAN FOR LOCATION
* BASE BID ON PROVIDING
308 ASTM D25 12" MINIMUM BUTT DIAMETER CLASS B,
2.5 Ib CCA TIMBER PILES 60'-0" LONG
(--50 -0ONGVD29 + 9 -0 TOP OF GIRDER ELEV.)
1 ASTM D25 12" MINIMUM BUTT DIAMETER CLASS B,
2.5 Ib CCA TIMBER PILE 60'-0" LONG (OSPREY NEST)
(--30'-0" NGVD29 + 29'-0$1 TOP OF GIRDER ELEV.)
5 OVER -LENGTH PDA TIMBER PILES 70'-0" LONG.
* CONTRACTOR TO CUT TIMBER PILES
TO 1'-0" ABOVE WALKWAY ELEVATION.
* G17NERAL CONTRACTOR TO DETERMINE ACTUAL
PILE LENGTH REQUIRED FROM PDA PILES
BEFORE ORDERING REMAINING PRODUCTION PILES.
* DRIVING CRITERIA AND BEARING
ELEVATIONS SHOULD BE ESTABLISHED
DURING DRIVING BY APPLYING THE NORTH
CAROLINA BUILDING CODE. WE RECOMMEND
THAT A MINIMUM OF 5 PDA TESTS
(ASTM D25 12" MINIMUM BUTT DIAMETER CLASS B),
BE PERFORMED ON OVER -LENGTH "INDICATOR"
PILES TO VERIFY OUR ESTIMATED CAPACITIES AND
DETERMINE THE DRIVING CRITERIA FOR THE VERTICAL
PILES. PRODUCTION PILES SHOULD NOT BE ORDERED
UNTIL THE LENGTH ESTIMATES CAN BE
VERIFIED; HOWEVER, THE OVER -LENGTH
PILES MAY BE DRIVEN AT THE
PRODUCTION PILE LOCATIONS.
SEE ECS REPORT #22.17636
DATED APRIL 27, 012.
WOOD
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LMG Note for CAMA permit application only:
Proposed 420-1ft floating dock,equivalent to
approximately seventeen 25'-slips. All transient,
--.c permanent slips.
W0051-,
ENDER
LMG Note for LAMA permit application only
improvements within the Harnett
Street
I
right
Street right-of-way are currently being permitted
in conjunction with the adjacent City Marina project.
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At the time of this submittal, permit documents are
jj
complete and are under review at The City of Wilmington
Engineering Office. The owner and City are coordinating
final
routing and materials. Permit documents will be
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submitted to all applicable agencies following owner and
City agreement.
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ANDREW
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CONSULTING
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ENGINEERS
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STRUCTURAL, MARINE
(
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& FORENSIC ENGINEERING
ti
AND PROJECT MANAGEMENT
II I
3811 Peachtree Avenue Suite 300
Wilmington, NC 28403
IP:910.202.5555
F:910.202.5558
www.AndrewEngineers.com
NC PE Firm License C-2461
COPYRIGHT 2012 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
'
IN ANY FORM WITHOUT WRITTEN PERMMON
I
FROM ANDREW CONSULTING ENGINEERS, P.C.
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CONCRETE
OLPHIN
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PIER -
PROPOSED STREETSCAPE
SEE aRAWING
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COAST SITE
DES
PROPOSED ,
60" RCP -
SEE DRAWIN
BY CTT
NEW EASEMENT
SEE DRAWINGS
BY TT
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OVERALL TIMBER PILE & WALKWAY PLAN
1 "= 30'-0"
NOTES:
1. SURVEY INFORMATION PROVIDED BY MICHAEL UNDERWOOD AND ASSOCIATES, PA.
PROPOSED RESTAURANT/SITE LAYOUT PROVIDED BY COASTAL SITE DESIGN.
PLAN 2. ALL NEW TIMBER PILES ARE ASTM D25 12" MINIMUM BUTT DIAMETER CLASS B, 2.5 lb CCA x 60'-0" LONG U.N.O. & SPACED 0 8'-O" O.C. U.N.O.
3. MAXIMUM ALLOWABLE FIELD TOLERANCE FOR PILE OFFSET IS 1'-0" FROM PILE PAIR CENTERLINE
(SEE MAXIMUM OFFSETS SHOWN ON PLAN). v
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4. 4D - INDICATES OVER'. LENGTH PDA PILE LOCATIONS.
�h O
5. - INDICATES COASTAL WETLAND AREA - CONTRACTOR NOT TO DISTURB THIS AREA. N Ow
S
6. C - INDICATES RIP -RAP LOCATION. /
Q
7. X-BRACE LOCATION. /
8. Q - INDICATES STOOL LOCATION. /
9. ®- INDICATES BENCH LOCATION. /
10. ® - INDICATES TRASH RECEPTACLE LOCATION.
11. - INDICATES LUMINAIRE LOCATION. /
12. n - INDICATES FLOATING DOCK PILE LOCATION. /
13. Q - INDICATES BINOCULAR LOCATION. /
14. [a - INDICATES FIBERGLASS ANIMAL LOCATION.
15. IN - INDICATES OSPREY NEST LOCATION. /
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RIPARIAN CORRIDOR
LIMIT PROVIDED BY LMG
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DESIGNED BY: MCT
CHECKED BY:
NWA
RIPARIAN
CORRIDOR
DRAWN
BY:
JSL
SETBACK
PROVIDED BY LMG
DATE:
12/11/12
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RECEIVED
FEB 2 0 2013
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OCM WILMINGTON, NC
NORTHERN RIVERFRONT MARINA HOTEL LLP
KYLE MYERS / ADAM LISK
720 N. 3RD ST. SUITE 301 OF 11
WILMINGTON, NC 28401
[phone]

lI / `•�. J - EXISTING WALK WA LEV. +9.84' NGVD?,9�/ /
���P`•.• •� EXISTING RI 14ALK
f f , 0- ' f
f /
f f SEE ENLARGED
RIVERWALK FRAMING PLAN-- "A" SHET/85 FOR
/ f ' ADDITOIONALE NFORMATION f /
LOJ
2 PT 6x"10 GIRD�R FEDERAL 404 WETLANDS
N
/ SEE ENLARGED
/ RIVERWALK FRAMING PLAN
"B" ON SHEET S5 FOR
/ ADDITIONAL INFORMATION
11-0„
PARTIAL
TIMBER
PILE
0 WALKWAY
FRAMING
PLAN
- A
1 "=
10'-o"
NOTES:
1.
SURVEY INFORMATION PROVIDED BY MICHAEL UNDERWOOD AND ASSOCIATES,
PA.
PROPOSED RESTAURANT/SITE LAYOUT PROVIDED BY COASTAL SITE
DESIGN.
PLAN 2.
ALL NEW TIMBER PILES ARE ASTM D25 12" MINIMUM BUTT DIAMETER CLASS B, 2.5 lb CCA x 60'-0" LONG U.N.O. & SPACED CAD 8'-0" O.C. U.N.O.
3.
MAXIMUM ALLOWABLE FIELD TOLERANCE FOR PILE OFFSET IS 1'—O"
FROM PILE PAIR CENTERLINE
(SEE MAXIMUM OFFSETS SHOWN ON PLAN).
4.
U — INDICATES OVER LENGTH PDA PILE LOCATIONS.
5.
0 — INDICATES COASTAL WETLAND AREA — CONTRACTOR NOT
TO DISTURB THIS AREA.
6.
— INDICATES RIP —RAP LOCATION.
7.
�C — X—BRACE LOCATION.
8.
w — INDICATES STOOL LOCATION.
9.
— INDICATES BENCH LOCATION.
10.
— INDICATES TRASH RECEPTACLE LOCATION.
11.
— INDICATES LUMINAIRE LOCATION.
M
12.
®D — INDICATES FLOATING DOCK PILE LOCATION.
13.
® — INDICATES BINOCULAR LOCATION.
14.
— INDICATES FIBERGLASS ANIMAL LOCATION.
15.
— INDICATES OSPREY NEST LOCATION.
/— 2, PT 600 GIRDER
a (TYPICAL)
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4/6
V p�T gC/NG)ER pl�s k
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PT 8x8
HANDRAIL POST
(TYPICAL)
PT 2x10 STRINGERS
0 11 1/4" O.C. (12" O.C. MAX.
(TYPICAL)
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0CM WILMINGTON, N(
NORTHERN RIVERFRONT MARINA HOTEL LLP
KYLE MYERS / ADAM LISK
720 N. 3RD ST. SUITE 301
WILMINGTON, NC 28401
[phone]

WF111
EXISTING GRADE MAY
INTERFERE WITH X-BRACING
AT LOCATIONS INDICATED
BY == . CONTRACTOR
TO VERIFY AND NOTIFY ENGINEER
IN WRITING OF LOCATIONS
WHERE X-BRACING CANNOT
BE PLACED.
FED 404 WETLANDS
(TIES INTO N.H.W.
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_ ftfi
IWAM
COASTAL
WETLANDS
HARBOR LINE
PT 2x1 STRINGERS
® 1 1 /4" 0. . (12" O.C. MAX.)
WALKWAY ELEV. _ +9.90' NGVD29
PV 8x8
HANDRAIL POST
(TYPICAL)
PARTIAL TIMBER PILE
& WALKWAY
FRAMING PLAN - B
1 "=
10'-0"
NOTES•
1.
SURVEY INFORMATION PROVIDED BY MICHAEL UNDERWOOD AND ASSOCIATES,
PA.
PROPOSED RESTAURANT/SITE LAYOUT PROVIDED BY COASTAL SITE
DESIGN.
2.
ALL NEW TIMBER PILES ARE ASTM D25 12" MINIMUM BUTT DIAMETER CLASS B, 2.5 Ib CCA x 60'-0" LONG
U.N.O. & SPACED 0 8'-0" O.C. U.N.O.
3.
MAXIMUM ALLOWABLE FIELD TOLERANCE FOR PILE OFFSET IS 1'-0"
FROM PILE PAIR CENTERLINE.
(SEE MAXIMUM OFFSETS SHOWN ON PLAN)
4.
O - INDICATES OVER LENGTH PDA PILE LOCATIONS.
5.
0 - INDICATES COASTAL WETLAND AREA - CONTRACTOR NOT
TO DISTURB THIS AREA.
6.
- INDICATES RIP -RAP LOCATION.
7.
X-BRACE LOCATION.
8.
- INDICATES STOOL LOCATION.
9.
- INDICATES BENCH LOCATION.
10.
- INDICATES TRASH RECEPTACLE LOCATION.
11.
- INDICATES LUMINAIRE LOCATION.
12.
ICI - INDICATES FLOATING DOCK PILE LOCATION.
13.
O - INDICATES BINOCULAR LOCATION.
14.
- INDICATES FIBERGLASS ANIMAL LOCATION.
15.
- INDICATES OSPREY NEST LOCATION.
COASTAL WETLANDS
/ NORMAL HIGH WATER LINE
COASTAL WETLANDS
LMG Note for CAMA permit application only:
Proposed 420-1ft floating dock,equivalent to
approximately seventeen 251-slips. All transient,
no permanent slips.
EXISTING WOOD
TENDER
HARBOR LINE
EXISTING WOOD
TENDER
liECEi+ID
MAR 11 2013
RECEIVE
FEB 2 0 2013
DCM WILMINGTON, INC
NORTHERN RIVERFRONT MARINA HOTEL LLP
KYLE MYERS / ADAM LISK
720 N. 3RD ST. SUITE 301
WILMINGTON, NC 28401
[phone]

CLASS II RIP -RAP
w/ GEOTECH FILTER FABRIC
EXISTING WOOD PIER
TO BE REMOVED
EXISTING WOOD
TENDER
HARBOR LINE
EXISTING W00
TENDER
HARBOR LINE -
EXISTING WOOD
TENDER
WALKWAY ELEV. _ +9.90 G`
2, PT x 10 GI
29
NORMAL HIGH WATER LINE
COASTAL WETLANDS
P 2x10 RING&&
® 11 4" O.C. " O.C.
PT $
HANDRAIL
EXISTING WOOD
TENDER
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qt
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PARTIAL TIMBER PILE & WALKWAY FRAMING PLAN - C
NOTES:
1.
SURVEY
INFORMATION PROVIDED BY MICHAEL UNDERWOOD AND ASSOCIATES, PA.
PROPOSED RESTAURANT/SITE LAYOUT PROVIDED BY COASTAL SITE DESIGN.
PLAN 2.
ALL NEW
TIMBER PILES ARE ASTM D25 12" MINIMUM BUTT DIAMETER CLASS B, 2.5 lb CCA x 60'-0" LONG U.N.O. & SPACED 0 8'-0" O.C. U.N.O.
3.
MAXIMUM
ALLOWABLE FIELD TOLERANCE FOR PILE OFFSET IS 1'-0" FROM PILE PAIR CENTERLINE
(SEE MAXIMUM OFFSETS SHOWN ON PLAN).
4.
0- INDICATES
OVER LENGTH PDA PILE LOCATIONS.
5.
0 -
INDICATES COASTAL WETLAND AREA - CONTRACTOR NOT TO DISTURB THIS AREA.
6.
0 -
INDICATES RIP -RAP LOCATION.
7.
X-BRACE LOCATION.
8.
Q -
INDICATES STOOL LOCATION.
9.
-
INDICATES BENCH LOCATION.
10.
0 -
INDICATES TRASH RECEPTACLE LOCATION.
11.
_t -
INDICATES LUMINAIRE LOCATION.
M
12.
0 -
INDICATES FLOATING DOCK PILE LOCATION.
13.
O -
INDICATES BINOCULAR LOCATION.
14.
0-
INDICATES FIBERGLASS ANIMAL LOCATION.
15.
E -
INDICATES OSPREY NEST LOCATION.
0
EXISTING CONCRETE DOLPHIN
TO REMAIN
LMG Note for CAMA permi-_ =_ _ _- at ion only:
Proposed 420-1ft floati._= - _ _ equ;valent to
approximately seventeen == =--ps. All transient,
no permanent slips.
EXISTING WOOD PIER
TO BE REMOVED
LMG Note for CAMA permit application only:
Stormwater improvements within the Harnett
Street right-of-way are currently being permitted
in conjunction with the adjacent City Marina project.
At the time of this submittal, permit documents are
complete and are under review at The City of Wilmington '
Engineering Office. The owner and City are coordinating
final routing and materials. Permit documents will be '
submitted to all applicable agencies following owner and
City agreement. '
CLASS II RIP -RAP '
w/ GEOTECH FILTER FABRIC '
PROPOSED 2, 54" RCP
SEE DRAWINGS BY CTT.
WALKWAY ELEV. _ +9.90' NGVD29
PT 8x8
HANDRAIL POST
(TYPICAL)
PT 2x10 STRINGERS
® 11 1 /4" O.C. (12" O.C. MAX.)
(TYPICAL)
8'-0" x 458'-0"
FLOATING DOCK
SEE S6
2, PT 600 GIRDER
�'M D2S j r3 (TYPICAL)
Uq4 SpgO GANGWAY ' SEE US6 U
(8',o Dlq� ®
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36"06" x 28' �6 5/8"
CONCRETE GIRDER
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60 �0 h
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1 ( I 1 SEE I DRAWINGS BY
f f f COA�TAL SITE DESIGN. '
( 1 f EXISTING STEEL SHEET PILE
i 1 I BULKHEAD w/ CONCRETE CJAP.
( l ( f SEE I DRAWINGS BY CTT.
( (
it t'
f 1
r 1 ( BOL RDS
! TO MATCH RIVERWALK
BOLLARDS II EACH SIDY 11 ' OF WALKWAY 0 EXISTING
ON'CRETE CAP). '
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it f
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/ WALKWAY ELEV. _ +9.90� NGVD29 1
i
TOW OF EXISTING
CONCRETE CAP
_ +9.00' NGVD29
/ (CONTRACTOR TO VERIFY)
i
-WALKWAY ELEV.
1 _ +9.00' NGVD29 /
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s_C 00,
Q / ~,
' EXISTING CONCRETE PIER
' � • /SEE ENLARGED TO BE REMOVED
,
/RIVERWALK FRAMING PLAN -EXISTING CONCRETE DOLPHIN
"E" ON SHEET S5 FOR ' TO REMAIN /
ADDITIONAL INFORMATION
EXISTING WOOD PIER /
TO BE REMOVED
/
/
/
/
/
/
i�
/
/ ECEIVE
/ FEB 2 0 2013
/ ACM WILMINGTON, NC_
NORTHERN RIVERFRONT MARINA HOTEL LLP
KYLE MYERS / ADAM LISK
720 N. 3RD ST. SUITE 301
WILMINGTON, NC 28401
[phone]
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DESIGNED BY: MCT
CHECKED BY: NWA
DRAWN BY: JSL
DATE: 12/11/12
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