4-06 Oversized Plans

{W(WL,�V HdN°iiH =fWryC[af�y (H ryVudpp°a,(!{u "A.111idl
o ::"-ft"XXbb'aa33''TTAx�N �}�i
42
H�eunti 3L c��. r�' ar.
f
H.E3V HdN°KQ c{xlury Va'fH Cdootlud' 2 / / /� /� \ kk
rya(Xla����r��v°flulc�µcv�{s�',roo?opc���yiW�3t�enu°u�O,:ff�ov c'cTo / \`/\� N/ //a l
N10 °GPP�w M 3[d�L�•, fWS�ofg4y�eC1�y,� y / \
985 • � �1 /�
uor>x� ruxic /tip/ X r5
-
c
aA•� � 2i2 � � � � I'1 z8 � IL
u0aw cem" usv wm0vsa cauuM, / \\ - Ap, rao
ee C/qplc0 CE aniiclt6 if EUJ�+uc b shun Hp�kY M1UX ✓J- ` It
OQ 6W Hx WMYp ug�yay�ncc2r iL'tax�6[!QH. v{�p� so �. �•(}/ �4vb / ` z/� \� --�
% JSfn.euo aidTdticH _q;Ler b 10 C �.
ac rJcadp vaus� a sos �v� 0 � ', �\ \\� D�'�� I�.9
.'
F
-2o
t�we) ucafar aanFrat T+dl liar) sat as . n : ,) s in \ \\ (� I---- I� 1r�3
°vcarr o as ai e a � ux ? � \ �O t)`� 1 22d �� 31 I 1
ym(�/t�]y 11 CpR�W�1yn JAI, ° .; Q II. B
Emil it ¢IiJ {IYRSH
3 1/ I 22 I
-- � N 3q' 4 ' •
in
ItJT04COASTbL WAT652VAY
NEWBULKH--EA I�
LEE -S CUT MARI,\
4A
lli I BEACH,,NOR I H
Z26 m d2 Z47 �\
i
lue f�,n0r OF ia�5 -�
lue �eao11 a<cEvwu,wa�curwltt.e eeu�uc, COMMOIJ AaC6
MEC71N6 d5'MMDL60 .5�. /a /v, -.
-. �� � � ca+cwNFLdlu�( ucuEauN:as ssc�nrlc+J
rowu� ruv- os7'-�- I`` l�u[ 11�A PAGE 114�
r5
\f� f Pql j Cox lgwr
4:0'18cldrtwl;WD 6 $•tt
1 ��{- I /� / E2Z ao�Y 0rNdit:S
56 51 I se I 59
2•q0 rcrLL
\ / - .EG IDT5
2.1Z NEr A4X3 Cf COMMPJ AG2<A
1-6E15 Cur A'r CHANNEL. UJGLu I SEEGtION X C�AnI 151- 11ALM r6"144U5E5
--- - - - MoP ecal 18 PGGE 9i UA CO 14 P646 IE ,
V0j0I4T5VILLE BEACH fJr W HAIJOVE6t COLA.11? WOLM4 CAGOL1I.1A
I rfa6V► S l ON ©F CD1�I Cv1c:�l ACE dS 5CA LE III r6e r
�ECt `V lilM N6 �IJ I�J�GYB L GrS CUT 47 CHANNEL 1VALbl SCdLE 1'. 30 0 30 ao Zo t ALZ t�s88
A, 0061-opeo SY CALL h5 Neas'-s 12 aNr:Jcut ecH, IJG.
RECORDED -' (Ilf 1� o Iyla� '% aaq pad& '�
- - _ 00 - - 3 - --- -
PROP RTY MAP
NO SCALE
NOTE:
PROPERTY MAP FURNISHED
BY LEE'S CUT HOMEOWNERS
AND BOATOWNERS ASSOCIATION.
A u I' I I
G S 1 2005
SHEET INDEX
NO*
TITLE
CO
COVER SHEET
Cl
EXISTING SITE PLAN
Sl
NEW BULKHEAD SECTIONS & DETAILS
STRUCTURAL NOTES:
GENERAL:
1. THESE STRUCTURAL NOTES ARE AN INTEGRAL PART OF THE STRUCTURAL
DRAWINGS AND ARE TO BE USED IN CONJUNCTION WITH THE JOB
SPECIFICATIONS. WHEN THERE ARE NO SPECIFICATIONS IN ADDITION TO
THESE NOTES THE NOTES SHALL GOVERN. WHEN THERE IS A SPECIFICATION
IN ADDITION TO THE NOTES THE MOST STRINGENT OF THE TWO SHALL
GOVERN.
2. BUILDING CODE - NC BUILDING CODE 2002 EDITION. CHAPTER 36
3. DESIGN LIVE LOADS: BOARDWALK: 100 PSF SURCHARGE: 100 PSF
DESIGN BASED UPON EXTREME CONDITION-1.75MSL WATER ELEVATION AT
FACE OF BULKHEAD.
4. CONTRACTOR VERIFY ALL DIMENSIONS AND DETAILS AT JOB SITE.
5. U.N.C. MEANS "UNLESS NOTED OTHERWISE".
6. ALL SPECIFICATIONS REFER TO LATEST EDITION.
MISCELLANEOUS:
1. THE CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY BRACING, SHORING
OF BULKHEADS AGAINST WIND, TIDES, STORMWATER AND CONSTRUCTION LOADS
AND OTHER TEMPORARY FORCES UNTIL SUCH PROTECTION IS NO LONGER
REQUIRED FOR THE SAFE SUPPORT OF THE BULKHEADS.
2. DIMENSIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING
THE DIMENSIONS OF THE STRUCTURAL DRAWINGS AND ADVISING THE ENGINEER
OF ANY DIFFERENCES IN DIMENSIONS BETWEEN THE PLANS AND SECTIONS AND
EXISTING CONDITIONS PRIOR TO COMMENCING CONSTRUCTION.
3. CONSTRUCTION SAFETY: THESE STRUCTURAL DRAWINGS DO NOT CONTAIN
NECESSARY COMPONENTS FOR SAFETY DURING CONSTRUCTION.
4. DURING CONSTRUCTION, GRADE SITE TO PREVENT SURFACE WATER RUNOFF
INTO WORK AREA.
5. CONTRACTOR TO CONSULT WITH OWNER TO REMOVE ALL WATERCRAFT, ETC.
FROM SITE AS NECESSARY. REMOVE AND REPOSITION FLOATING DOCKS/
PILES/RAMPS/ACCESS PLATFORMS AS DIRECTED BY THE OWNER
6. CONSTRUCTION LAYOUT SHALL BE BY THE CONTRACTOR
FROM BENCH MARKS AND BASE LINES ESTABLISHED
BY THE CONTRACTOR. DATUM IS MEAN SEA LEVEL
FOUNDATIONS - SOIL:
1. BULKHEAD DESIGN BASED ON CLEAN, WELL DRAINED, SANDY SOIL BACKFILL
COMPACTED IN PLACE. SEE S&ME REPORT NO. 1061-05-411 DATED JULY 29,
2005.
2. BACKFILL W/CLEAN SELECTED FILL COMPACTED IN 12" LAYERS TO 95 % OF
MAXIMUM DENSITY AT OPT. MOISTURE CONTENT (ASTM D-698).
STRUCTURAL TIMBER
1. LUMBER SHALL BE AS FOLLOWS: #2 KI) SOUTHERN PINE OR EQUAL PRESSURE
TREATED AS REQUIRED.
2. NAIL SIZES AND NUMBER REQUIRED ARE NOT SHOWN. SUFFICIENT NAJUNG
SHALL BE REQUIRED TO DEVELOP JOINT STRENGTH IN KEEPING WITH BEST
PRACTICE. USE ONLY DOMESTIC H.D. GALVANIZED NAILS. ALL NAILING
SHALL BE IN ACCORDANCE WITH N.C. BUILDING CODE TABLE 2304.9.1
FASTENING SCHEDULE USING COMMON NAILS ONLY.
3. ALL HARDWARE SHALL BE HOT -DIPPED GALVANIZED IN ACCORDANCE WITH ASTM
A153 AS APPLICABLE.
4. LUMBER ABOVE GROUND AND EXPOSED TO WEATHER SHALL BE PRESSURE
TREATED TO 0.25 LBS/CF NET RETENTION. ALL LUMBER IN CONTACT WITH
GROUND SHALL BE PRESSURE TREATED TO 0.8 LBS/CF NET RETENTION. ALL
LUMBER IN CONTACT WITH WATER SHALL BE PRESSURE TREATED TO 2.5
LBS/CF NET RETENTION.
5. USE ASTM A307 BOLTS WITH NUTS A iD WASHERS FOR ALL TIMBER
CONNECTIONS WITH OGEE WASHERS.
FOUNDATIONS - SHEETPILING / WALERS:
1. LEE COMPOSITES (CREATIVE PULTRUSIONS) SUPERLOC COMPOSITE
SHEETPILING SERIES 1560 OR ENGINEER APPROVED EQUAL-
2. SHEETPILES TO BE JETTED/DRIVEN TO DESIGN ELEVATIONS INDICATED ON
WALL SECTIONS.
3. WALERS TO BE LEE COMPOSITES (CREATIVE PULTRUSIONS) SUPERLOC
COMPOSITE SUPERWALE OR ENGINEER APPROVED EQUAL
4. TOP CAP TO BE LEE COMPOSITES (CREATIVE PULTRUSIONS) SERIES 1560 SUPERCAP
OR ENGINEER APPROVED EQUAL
HELICAL SOIL ANCHORS / TIEBACKS:
1. HELICAL ANCHORS SHALL BE H.D.GALV, "DIXIE' OR APPROVED EQUAL.
2. EACH ANCHOR SHALL BE INSTALLED TO 2 x DESIGN LOAD.
3. DESIGN LOAD = AS SHOWN ON PLANS & SECTIONS.
4. MFGR. TO SUBMIT DESIGN INFORMATION FOR APPROVAL.
5. ANCHOR INSTALLER SHALL KEEP RECORDS OF INSTALLATION TORQUE FOR
EACH ANCHOR. THESE RECORDS SHALL BE SUBMITTED TO THE ANCHOR
MANUFACTURER IN ORDER TO VERIFY THE REQUIRED TEST LOAD INDICATED ON THE
DRAWINGS HAS BEEN MET. MINIMUM TEST LOAD IS TWO (2) TIMES THE DESIGN LOAD
CAPACITY INDICATED ON THE PLANS. LOAD TEST MIN. 2 ANCHORS.
6. THE VERIFICATION MUST BE SEALED BY PROFESSIONAL ENGINEER.
7. A SUBSURFACE INVESTIGATION HAS BEEN COMPLETED AND COPIES OF THE
REPORT ARE AVAILABLE IN SPECS.
WWI
LEE'S CUT MARINA
L 4"11
-aid t
- -�
'
r�.Br} i iL
AGAR
?k _ - -
J
n -
r.
T
r�ir�bY
�CA O MAP
�NO SCALE�
UTILITY SERVICES
1. CONTRACTOR TO REMOVE DURING CONSTRUCTION OF BULKHEAD.
ENVIRONMENTAL CONSIDERATIONS
1. DURING CONSTRUCTION, THE CONTRACTOR SHALL CONDUCT ITS OPERATIONS IN SUCH A
MANNER TO PREVENT OR REDUCE TO A MINIMUM ANY DAMAGE TO THE HARBOR FROM
POLLUTION BY DEBRIS, SEDIMENT OR OTHER FOREIGN MATERIAL, OR FROM THE
MANIPULATION OF EQUIPMENT AND/OR MATERIALS IN OR NEAR THE WATERWAY. HE SHALL NOT
RETURN DIRECTLY TO THE WATERWAY ANY WATER WHICH WILL CAUSE THE HARBOR TO BECOME
POLLUTED WITH SILT, CEMENT, OIL, OR OTHER IMPURITIES.
2. DURING REMOVAL OPERATIONS, THE CONTRACTOR SHALL NOT BE ALLOWED TO DROP WASTE
CONCRETE, DEBRIS AND OTHER MATERIAL TO THE AREA BELOW OR ADJACENT TO THE WHARF
PLATFORMS, NETS, SCREENS OR OTHER PROTECTIVE DEVICES SHALL BE USED TO CATCH THE MATERIAL.
IF THE ENDINEER DETERMINES THAT ADEQUATE PROTECTIVE DEVICES ARE NOT BEING EMPLOYED,
THE WORK SHALL BE SUSPENDED UNTIL ADEQUATE PROTECTION IS PROVIDED.
BASE BID ON RROVIDING:
1. LEE COMPOSITE "SUPERLOC" SERIES 1560 6" SHEET PILING
AND "SUPERLOC" SERIES 1560 COMPOSITE SUPERWALE & TOP WALER•
•175 (-.005 +.015)
.15
R.150 (3
1,195
45•
0400 t,010
1,375 1
1 1.500
x i x I x
Dinenslon
x I
x x
.125
.133 4010
3 places 0,462 +,000'-,015')
2 places
,718
45'
NNECTOR OR APPROVED EQUAL.
Assenhled Flt 2. SHOWN FOR REFERENCE ONLY.
TYPICAL PHYSICAL PROPERTIES
1. SECTION MODULUS: 7.96 (in 3/ft)
2. MOMENT OF INERTIA: 23.93 (in4/ft)
3. ALLOWABLE MOMENT CAPACITY: 5300 (ftlb)
z
J
O
'-
a
U
w
p
�
z
O
to
zO
p
z
W
Q
to
O
O
N
w
�
0
0
Q
Z
J
0
I�
Q
0
0
z
w
2
0
Q
LLJ
_Z
m
W
SQ
L
W
J
2 La
�
U
V)
L
W
w
0
Lu
LL
U
J
�
z
w
CJ 0
Q U
z�
� w
WU
�
w
W
o W
a Q
~
z �
w Ln
W
zo
0
zLn
w
w
z�
�'
w N
O o
ZI
m
w �
W N
z z
z z
�
canw
z
O
zz
w
Zz
w
z.a
C7 5
wLO
� T 1
x
3
U M
�4
05011
DES. JRA
CHK. NWA
DRWN. JRD
DATE 10/21 /05
631 -

3 PILE CLUSTER
SEE DETAIL 3/S1
(TOP ELEV. +10.0')
NEW BREAKWATER PILING
INSTALL NEW CONICAL WHITE
PILE CAP AT EACH NEW PILE, TYP.
EXISTING BREAKWATER
TO BE REMOVED
3 PILE CLUSTER
o - 15
�\
NEW H.D. GALV. x�
HELICAL ANCHORS -SEE STRUCTURAL
x
SECTION C/Sl.
x \\
STILL WATER (FRAN) OCEAN FRONT +10.90
SPRING HIGH WATER +2.05
ul
0
COAST AND GEODETIC DATUM (MEAN SEA LEVEL, MSL) +0.00 N
AIWW, MASONBORO (MEAN LOW WATER, MLW) -1.75
SPRING LOW WATER -2.75
SUPERLOC 1560 BULKHEAD SCHEDULE
SHEETPILE
TOP WALER
BOT. WALER
TOP HELICAL
BOTTOM HELICAL
APPROX.
SEE
TYPE
ANCHOR SPACING
ANCHOR CAPACITY
ANCHOR SPACING
ANCHOR CAPACITY
LENGTH
ELEVATION
ELEVATION
LINEAR FEET
SECTION
6'_0��
-
-
-
-
-
-
260-091
A(SIMILAR)
(40'-091)
S 1
B
20'-0"
-
-1.0 MSL
-
-
-
-
58'-0"
B
S1
C
20'-0"
-
-1.0 MSL
-
-
5'-0" O.C.
15 kips
108'-0'
C
S1
D
22'-0"
+3.0 MSL
-1.0 MSL
10'-0" O.C.
6 kips
5'-0" O.C.
12 kips
360'-0"
D
S1
E
20'-0"
-
-1.0 MSL
-
-
5'-0" O.C.
15 kips
235'-0"
E
S1
TOWN OF WRIGHTSVILLE BEACH
BOOK 1356 PAGE 0782 FOR
ADDITIONAL INFORMATION
z
MIN. 14 GA. 6x6 MESH o m
FOR STANDARD FABRIC I ul
C" �
STEEL OR WOOD POST
WIRE MESH FOR STANDARD FABRIC
STANDARD OR EXTRA STRENGTH
FILTER FABRIC
DIRECTION OF WATER FLOW
ANCHOR FABRIC SKIRT
MIN. 8" DEEP & 4" WIDE.
U
NOTES:
1. SYN. FENCE FABRIC SHALL BE MIN. OF 30" IN WIDTH WITH
30 LB/IN TENSILE STRENGTH FOR STANDARD FABRIC
AND 50 LB/IN FOR EXTRA STRENGTH.
2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS
ARE NECESSARY, LAP FABRIC POST TO POST.
3. STEEL POST SHALL BE MIN 4' IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
4. WOOD POST SHALL BE A MIN. OF 4' IN HEIGHT AND
4" IN DIAMETER. FABRIC SHALL BE FASTENED TO
WOODEN POST WITH NOT LESS THAN #9 WIRE STAPLE
1" LONG OR TIE WIRES.
TEMPORARY SILT FENCE DETAIL
lo;Z --\j _�j _\11
2 00
x Ile
. 0 x 0• � � 0 U-�l
,0 `bIle
MSL
�O,ICJ -. ��---� y__- �l J1
x � JI � Jl
Jl _�j _�j
/ �l APPOOX. LQCATION OF EXISTING
CONCRETE DEADMAN ANCqj-TORS
�10 5 -0 O.C. _�j
-�j _�j _�j _�j _�j
ISnNMSC. ^ r--
nwerrn nrr.
MARINA SITE PLAN
1" = 10'-0"
LEGEND
1. -7.8 - INDICATES SOUNDINGS RELATIVE TO MEAN SEA LEVEL.
2. (-6.08) - INDICATES SOUNDINGS RELATIVE TO MEAN LOW WATER.
3. +5.0 - INDICATES TOPO ELEVATION RELATIVE TO MEAN SEA LEVEL.
SURVEY DATA BASED UPON
1929 MSL DATUM
/ d
,
.A.
w
z
J
f�
0
_ Wr_,
iY OL_J
� z
O
Rff
of ao.
0 o
�_
Z LU
00
U2
Iw
x z
�s0
m
0
z
z
o
z
O
U U
w z
a o
(n Lo
ir
0
0
N
w 0
0
J
O
m
}
CHANNEL WALK
HOMEOWNERS ASSOCIATION
SEE MAP BOOK 1130
FOR ADDITIONAL INFORMATION.
APPROX. LOCATION OF EXISTING
CONCRETE DEADMAN ANCHORS
® 5'-0" O.C.
_ _APPROXIMATE_ _
PROPERTY LINE
LEE'S CUT HOMEOWNERS AND
BOATOWNERS ASSOCIATION
SEE MAP BOOK 29 PAGE 34
FOR ADDITIONAL INFORMATION.
EXISTING WOODEN WALK
TO BE REMOVED AND
REPLACED WITH NEW
PT WOODEN WALK.
EXTEND EXISTING 15" RCP.
ADD 2, PT CLASS "B"
PILES x 30' LONG w/
SUPPORT CRADLE.
INV=1.77'
a
Z
J
O
a
C)
_
o
Z
w
a CU
Z_ La
L/ m
Q W
m __J
� J
Z � �
J U H
d. V) /_/11�'�
w /V
W
Cn J
� z
W
�W
w z
W W w
a Q
�� C7
z 3
w
W Lr)
zL�
-+ N
r� O
N
F�-jr O
W c,
w
conin
W �
N
O
O N
C7 as
zM
W N
z z
� z
w o
w �
z z
w
Z w
w
za
C7 >
W w x
l�1 u M
cry
05011
DES. JRA
CHK. NWA
DRWN. JRD
DATE 10/20/05
UAR
4631
v
��t1t111111\\\�
OF X
N.T.S.

EXISTIN(
PT 4x6
WALER
EXISTIN(
PT 4x6
WALER
EXISTIN(
PT 4x6
WALER_
-NEW CONICAL WHITE
PILE CAP AT EACH
NEW PILE. (Ti
EL +10.0 M.S.L. _--PROVIDE 3 PILE CLUSTER
® END OF BREAKWATER
SEE PLANS
EL +5.0 M.S.L.
EXISTING BULKH
TO BE REMOVED
'
� EL +4.2 M.S.L.
---
---
NEW SS »
PILE PT30'�LONG
®2 -s O.C. (S
- - -
O
NEW PT 4x8 WA (TOP AND BOTTO
111H
H.D.GALV. 3/
EL +1.0 M.S.L.
+0.0 M.S.L.
I I
IIIEL
__=p
EACH END @ EA
I
I
H EXISTING
- E-Iii 1,O-M.&L�
Li
FILTER FABRIC
"'-EXISTING PT 2x8
SHEETING
(LENGTH UNKNOVt
EL -3.0 M.S.L. f
(� EXISTING PT 6x6
( I N @ 5'-0"f O.C.
(LENGTH UNKNOW
I ( %
VARIES
I I G
-r-� z
TYPE "A" BULKHEAD
NEW PT 2x6
DECKING
(TYPICAL)
NEW PT 2x8
BAND
(TYPICAL)
EL +5.0
M.S.L.
EXISTING N�
EL +4.2
M.S.L.
PT 4x6
o
_
WALER
_ _
_
N
I
-
O
N
I
i
EXISTING
ca
PT 4x6
o
_
WALER
_ _
_
4
EXISTING N
EL +0.0
M.S.L.
PT 4x6
WALER
EL -3.0 M.S.L. (t)
SECTION
a
1 /2" = 1'-0" S1
5'-0"
2'-0»
(MAX)
AD
B"
LE
EXISTING N+
PT 4x6_
WALER
EL
EL
+5.0
+4.2
M.S.L.
M.S.L.
_
-
TAGGERED)
0
M
4'9 THRU BOLTS
w/ OGEE WASHERS EXISTING
CH PILE. (TYP.)
PT 4x6
WALER-
-
-
-
EL
+0.0
M.S.L. p
EXISTING N
PT 4x6
EL
-0.5
M.S.L. -
WALER_
-
-
N)
PILE
EL -3.0 M.S.L. (f)
N)
3 2
1 F
MAX. ALLOWABLE
SLOPE
NEW PT 2x8 JOISTS @ 24" O.C.
(TYPICAL)
NEW PT 48
(TYPICAL)
it
/.�///.�///.�//.
I I J
:=1=_______
i i �•I I � - �
17
EXISTING
EXISTING PT 2x8
SHEETING
I '` `..., ..,`..:,,.• I G (LENGTH UNKNOWN)
//\\ i i �//,\///\�//y I � EXISTING PT 6x6 PILE
@ 5 -0 f O.C.
I I (LENGTH UNKNOWN)
Il EXISTING BULKHEAD
I I
DO NOT REMOVE
i I
TYPE "D" BULKHEAD
L NEW SUPERLOC SERIES 1560 6" SHEETPILING x22.
SECTION o
1/2" = 1'-0" S1
EL +10.0 M.S.L.
EL +5.0 M.S.L.
EXISTING Ni EL +4.2 M.S.L.
PT 4x6
WALER
,r
EXISTING I -
PT 4x6_ + _
WALER
EL +0.0 M.S.L.p
EXISTING N
PT 4x6
WALER_
EL -3.0 M.S.L. (f
S ECTI ON
1/2"
EW CONICAL WHITE
ILE CAP AT EACH
EW PILE. (TYP.)
ROVIDE 3 PILE CLUSTER
END OF BREAKWATER
EE PLANS
EXISTING BULKHEAD
TO BE REMOVED
NEW PT CLASS "B"
PILE x 30' LONG
® 2'-6" O.C. (STAGGERED)
NEW PT 4x8 WALES
(TOP AND BOTTOM
w/ H.D.GALV. 3/4 0 THRU BOLTS w/ OGEE WASHERS
EACH END ® EACH PILE. (TYP.)
EXISTING MISC. CONCRETE
RIP -RAP, OYSTER SHELLS, ETC.
3FI
� Y
O -J
D
2'-010 to
(MAX) z
t=
EL +5.0 M.S.L. uj
] TO BE REMOVED o w
EXISTING N I I
PT 4x6 EL +4.2 M.S.L. W O
z o - - - -
I O WALER '
I I
G 0-m
N m 0 N i i EXISTING -GRADE
I I o w EXISI'ING C° i I I- -= REW-SUPERLOC SUPERWALE CONTINUOUS.
_
w PT 4x6 _ _ _ _ ' ' Li E SQRZRW W-SPLICES AND W-CORNER
I , . •...,, ,:.:.:':.•.:.
--r---�; EXISTING GRADE WALER i i _ CONNECTORS PER MF RECOMMENDATIONS. (TYPICAL)
,, , .•' , , .. ' .. I I �i\�/��/i\/\\/\\/\\/� EL +0.0 M.S. L. p
EXISTING N
PT 4x6 EL -0.5 M.S.L. _ 'I I N EXISTING
FILTER FABRIC
WALER-
�:1 I N
EXISTING
FILTER FABRIC
EXISTING PT 2x8
SHEETING
j I (LENGTH UNKNOWN)
NEXISTING PT 6x6 PILE
OO@ 5'- (LENGTH UNKNOWN)
BACKFILL CAVITY WITH CLEAN, FINE, WELL DRAINING SAND.
COMPACT FILL TO AT LEAST 95% COMPACTION IN LIFTS OF 12" MIN. (TYPICAL)
NEW MIRAFI FILTERWEAVE 700 WOVEN GEOTEXTILE FABRIC
DOWN TO ELEV. -3.0 MSL. (TYPICAL)
NEW SUPERLOC SERIES 1560 6" SHEETPILING x20'
LOCATE WEEPHOLES AT 4'-6" O.C. AT ELEV. -0.5 MSL THRU WEBS, TYP.
DRILL WEEPHOLES AFTER INSTALLATION. SEE WEEPHOLE DETAIL/'-i (TYPICAL)
I I sf
TYPE "B" BULKHEAD
NOTE:
APPROXIMATE DISTANCE FROM
M.S.L. TO M.L.W. IS 1.75'
SECTION B
1/2" = 1'-0" S1
NEW SUPERLOC SERIES 1560 SUPERCAP
6" TOP CAP CONT. `;(TYPICAL)
EXISTING BULKHEAD
5'-0"
(REMOVE THIS PORTION
OF EXISTING BULKHEAD & FILL)
EL +5.0 M.S.L.
5'-0"
EXISTING III III I I111
PT 4x6 + EL +4.2 M.S.L. ! - _ - �I -
WALER
I �
o
✓�= _
I
EXISTING � - _ _ jo
PT 4x6
WALER
- - - - -
I
EL +0.0 M.S.L. p
EXISTING
As fl PT 4x6 N I I N
ETERMINE p bVvALER f
L pA p TE BY MF R - - - - , I
ST/ 71'p. G I I H I ,
I
HELIX
12" HELIX EL -3.0 M.S.L.------------
2
AS D
ERMINED
& LOAD TES BY MFGR.
TT TYp I I I i
MAX. ALLOWABLE �� I
SLOPE y
TYPE "E" BULKHEAD
SECTION
1/2" = 1'-0" S1
NOTES:
1. ALL INFORMATION NOT LISTED AS "NEW" IS EXISTING. (TYP.)
2. EXISTING FLOATING DOCKS NOT SHOWN FOR CLARITY. (TYP.)
2' -0,f
(MAX) NOTE: NEW WALKWAY NOT
SHOWN FOR CLARITY
EL +5.0 M.S.L.
J - -z= z �z
I I
I I
S1 i i I\/I
J I Ii I
EL +4.0 M.S.L.
15"0 RCP -ADD PVC
N AS NECESSARY TO PASS
I NEW BULKHEAD - SEAL JOINT
FLi
I I �
INV. EL +1.77f M.S.L.
VERIFY IN FIELD
I
I
15 0 PVC ELBOW
w/ H.D.GALV. STRAPS
NEW PT 48 w/ 2,
H.D.GALV. 3/4"0 THRU BOLTS w/
EL +0.0 M.S.L. p
I
I
I
t
` • ;.., :.I i I,I
^I
OGEE WASHERS EACH SIDE, TYP.
EXISTING BULKHEAD
I
I.
NEW BULKHEAD FRAMING - SEE
I
I
WALL SECTIONS FOR MORE INFORMATION.
SECTION
1 00 1.-On
Ail
I -
I
;I I 12"
ii
I
\c
HELI&X
EXISTING PT 2x8
/EL -3.0 M.S.L.
ETE1R2" HELIX
SHEETING
(LENGTH UNKNOWN) ESTTEXISTING PT 6x6 PILE AS D
© 5'-0 O.C. MINED
(LENGTH UNKNOWN) GOAD
Yi
II
LPL a EXISTING BULKHEAD
O BE REMOVED.
NEW SUPERLOC SERIES 1560 6" SHEETPILING x20'.
TYPE "C" BULKHEAD
SECTION
1/2" 1'-O"
S1
--NEW CLASS II
GRANITE REVETMENT
--NEW GEOTEXTILE
BELOW BASE &
ALONG WALL
!EXIST. MISC. CONCRETE
RIP -RAP, OYSTER SHELLS, ETC.
INS' CPA
NEW PT CLASS "B" PILE
MINIMUM PENETRATION
DEPTH IS 8' BELOW
EXISTING GRADE.
EL +5.0 M.S.L.
EXISTING N� EL +4.2 M.S.L. QT,�L17�1ZL7�L�TL
PT 4x6 ---�-�
WALER
I � I
0 w I I G
0 1
II
EXISTING
PT 4x6
WALER --
0 I I I I
EL +0.0 M.S.L. p I
EXISTING N
PT 4x6 I I N I
WALER
I
I _I_ H _I _
I I G I i
12" HELIX
I I
12" HELIX EL -3.0 M.S.L. (t) I I N
- I -- ------------ ---I- I
---
2 \ ���\� I
� I I
AS DMINE \//�//.//��/��%\\/��\/. I I N
I
& LOAD TEST BY
MAX. ALLOWABLE
SLOPE
NEW SUPERLOC SUPERWALE CONTINUOUS.
USE SUPERLOC SUPERWALE W-SPLICES
AND W-CORNER
CONNECTORS PER MFGRS RECOMMENDATIONS.
(TYP.)
NEW SUPERLOC SERIES 1560
6" SHEETPILING x20'.
EL +5.0 M.51.
EL +4.0 M.S.L.
INV. EL +1.77:� M.S.L.
VERIFY IN FIELD)
EL +0.0 M.S.L. p
ELEVATION (�j
si
SECTION
CONICAL WHITE
CAP AT EACH
PILE. (TYP.)
PT CLASS "B"
x 30' LONG
TING 15" 0 RCP -ADD
:NSION AS NECESSARY
'ASS THROUGH
BULKHEAD
JOINT
PT 4x8
2, H.D.GALV.
'0 THRU BOLTS w/
WASHERS
i SIDE, (TYP.).
SUPERLOC
:TPILE, TYP.
l�l
00
EL +10.0 M.S.L.
EL +5.0 M.S.L.
0
I
00
EL +0.0 M.S.L. p
EL -1.0 M.S.L.
PLAN
N.T.S.
CABLE z
ILE z
o D
N
� z
PT CLASS "B" PILE v ov
z
z
BULKHEAD
0
PT 4x8 WALES zz
LO
0
0
N
w O
Qa
NEW CONICAL WHITE
PILE CAP AT EACH
NEW PILE. (TYP.) m
PROVIDE 3 PILE CLUSTER N
Ld
0 END OF BREAKWATER
SEE PLANS
---
I I
I I
I I
I
' I
I I
1 I
---
NEW PT CLASS "B" PILE
SEE SECTION A/S1
FOR MORE DETAIL
8 TURNS, 1'1 GALV. CABLE
w/ 3 CLAMPS EACH END.
STAPLE EACH TURN TO EACH PILE. (TYP.)
NEW PT 4x8 WALES
SEE SECTION A/S 1
FOR MORE DETAIL
'
-SIMPSON Z-MAX ANCHORS
(H.D.GALV.) TYP.
2, PT 2x8
w/ 2, 5/8"0
-H.D.GALV. THRU BOLTS
® EACH END EACH PILE
-NEW PT 8" 0 PILE
MINIMUM PENETRATION DEPTH
8' BELOW EXISTING GRADE ®O.C.
-NEW CLASS It
GRANITE REVETMENT
-NEW GEOTEXTILE
BELOW BASE &
ALONG WALL
EXIST. MISC. CONCRETE
RIP -RAP, OYSTER SHELLS, ETC.
12" HELIX
12" HELIX
AS D
& LOAD MI T ED BY MFG
R.
BLUE MARLIN FILTER
SEAWALL FILTER
4`1 O.C. MAX. -
LOCATE WEEPHOLES
AT ELEV. -0.5 M.S.L.
NEUTRAL AXIS
WEEPHOLE DETAIL 1
1 1/2" = 1'-0"
Typical SuperWale corner reinforcement
Comer Wood Chocks to be Continuous & Mounted Flush to the Top
r Wale.
s are non -continuous, The
vidth of the wale.
Typical Wale
Isometric View of
Recommended Corner
Through Bolt Connection
it Superioc
pile
it Wale
pan High Water Level
Through Bolt Connection
i of 2 Wales at Each Corner
Note: Field Measure & Cut to Fit all Wood Chocks
Typical Wood or FRP
r Wood Chock
Plan View of
Recommended 45° Corner
Wood Chock
Plan View of
Recommended 90' Corner
Permeable Fill
Q
Z
_..I
0
x
a
U
I--
0
Z
a
U
W
wLLJ
a m
C J
Z U 1--
0 W
U W
W Ld
� J
W
� o
z"
� ua
wz
w w
O w
a Q
~ z
"
w Lin
w "i
z"i
O
w z"
0
W o,
r�.
z L,
w
94
0 o
O o
z M
1 W �
w U
z z
� z
W O
w
z z
�G
V z z
w
z_a
C7 >
W W x
24
r
M
05011
DES. JRA
CHK. NWA
DRWN. JRD
DATE 10/20/05
\\\\\ �`' Q� /
Q
4631
ez
v��GINEEf�'��
S1
OF X