34-13 Fairfield Oversized Plans

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New Sera .
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FAIRFIELD HARBOUR SUBDIVISION
BOAT RAMP REPAIRS I
W; -4 70LO] AN m I p I a p I ; I LTA
I "AIRFIELD HARBOUR, CRAVEN COUNTY, NORTH CAROLINA
1 1 \
EXISTING RED CHANNEL MAC.. -R :1
EXISTING GREEN CHANNEL MARKED 1 i SEE ENLARGED VIEW: SHE C2 C3
AR�d,
EXISTING GRAVEL
/// / 1. 1 PARKING AREA 5
///
/
1 EXISTING WOOD' DOCK
TO �EMAIN I
NORTHWEST CREEK (SB,Sw,NSW)
/// j _ 1 I
// STREAM INDEX. 27 105 NORMA WATER LEVEL I I 1
30POSED BOAT RAMP \ ..
/ ROPCSED DO�K
1 /4 WIDTH LI N E--___�
SHEET INDEX
C1 COVER SHEET
C2 SITE PLAN —EXISTING CONDITIONS & DEMOLITION
C3 SITE PLAN —NEW WORK
C4 DETAILS
C5 DETAILS
55l.I
rA OVERALL SITE VIEW
C1 C1 1"=60'
SITE DATA:
PROPERTY DEVELOPER:
FAIRFIELD HARBOUR PROPERTY OWNERS ASSOCIATION, INC.
902 CORAL REEF DRIVE
NEW BERN, NC 28560
[phone]
SITE ADDRESS: 1910 HARBOURSIDE DRIVE
TAX PARCEL ID: 2-029-1005
DEED REFERENCE: D.B. 1747 PG. 937
SITE ZONING: NONE
TOTAL SITE AREA: 0.191 ACRES, 8320 SF
TOTAL LENGTH OF SHORELINE: 165.5 LF
THE PROJECT WILL BE SERVED BY THE FOLLOWING PUBLIC UTILITIES:
WATER - PUBLIC WATER
SEWER - PUBLIC SEWER
ELECTRIC - PROGRESS ENERGY
1. THE RECEIVING WATER COURSE FOR THE PROJECT IS SWIFT CREEK, SURFACE
WATER CLASSIFICATION SB, Sw, NSW. STREAM INDEX: 27-105
2. NEUSE RIPARIAN BUFFER AREAS ARE PRESENT ON THE PROJECT SITE, AS INDICATED.
3. PUBLIC TRUST SHORELINE AEC AREAS ARE PRESENT ON THE PROJECT SITE, AS INDICATED.
GENERAL CONSTRUCTION NOTES:
1. THE LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR SCANNING THE AREA OF WORK TO IDENTIFY TO HIS OWN SATISFACT: ='d
THE EXTENT OF UTILITIES PRESENT INCLUDING THE UTILITIES INDICATED TO 1,F PRESENT, THOSE NOT
SHOWN, AND THOSE SHOWN TO BE IN A DIFFERENT LOCATION.
2. PHYSICAL SITE FEATURES OUTSIDE THE AREA OF WORK OR THOSE FEATUI�_ NOT RELEVANT TO
THE WORK BEING PERFORMED ARE NOT SHOWN FOR CLARITY.
3. ALL DISTURBED AREAS NOT PAVED SHALL BE REVEGETATED IN ACCORDANT--- A'TH THE PROJECT
VEGETATION PLAN, SEE DETAIL E, SHEET C-5.
BOAT RAMP CONSTRUCTION NOTES:
1. THE EXISTING GRADE ABOVE AND BELOW THE NORMAL HIGH WATER LEVEL SHALL BE GRADED TO
REMOVE SURFACE IRREGULARITIES TO FORM A UNIFORM SLOPE FOR THE BOAT RAMP. THE WIDTH AN[
LENGTH OF THE AREA TO BE GRADED SHALL BE THE EXTENTS OF THE RAMP. NO OTHER AREAS BELO,
THE NORMAL HIGH WATER LEVEL SHALL BE DISTURBED.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN, INSTALLATION, MAINTENANCE, AND
REMOVAL OF THE SHEET PILE CONTAINMENT SYSTEM. THE LOCATION OF THE SHEET PILE CONTAINk"ENT
SYSTEM PRESENTED ON THE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE _ _R
THE ACTUAL PLACEMENT OF THE SHEET PILE CONTAINMENT SYSTEM TO ACCO!AMIODATE HIS WORK. -HE
CONTRACTOR SHALL SUBMIT FOR OWNERS APPROVAL A DETAILED DESIGN OF 11E CONTAINMENT SYSTEI'
WHICH SHALL BE PREPARED AND CERTIFIED BY A NORTH CAROLINA REGISTERED PROFESSIONAL
ENGINEER. THE INSTALLATION OF THE CONTAINMENT SYSTEM SHALL NOT BEGIN UNTIL OWNS° APDROVA_
HAS BEEN OBTAINED.
3. UPON INITIAL DEWATERING OF THE AREA OF WORK, ALL LIVING FISH, CRABS, CLAMS, ETC _ _ BE
IMMEDIATELY RETURNED TO THE ADJACENT WATERS.
4. THE CONTRACTOR SHALL DEWATER THE CONTAINED AREA TO THE ADJACENT SURFACE WET-- A
POINT INSIDE THE TURBIDITY CURTAIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
INSTALLATION, OPERATION, MAINTENANCE, AND REPAIR OF THE DEWATERING SYSTEM FOR TH" -IOP,
OF THE PROJECT, INCLUDING THE REQUIRED CONCRETE CURING PERIOD,
5. THE SHEET PILE CONTAINMENT SYSTEM SHALL BE INSTALLED, MAINTAINED, AND REMOVEE JT
CAUSING ANY DAMAGE TO THE ADJACENT DOCK STRUCTURES. ANY DAMAGE THAT DOES OCC.= _--.LL
BE IMMEDIATELY REPAIRED BY THE CONTRACTOR, AT HIS OWN EXPENSE.
RELEASE FER PERMITS I JKA 111121 '2012
NO, DESCRIPTI[IN L.BY I DATE
Revisions
LEGEND
EXISTING
NEW
EOP
EDGE OF PAVEMENT
SILT FENCE SF —
----6----
CONTOUR
DIRECTION OF FLOW
x 5.6
SPOT ELEVATION + 6.5'
0 LP
UTILITY POLE (LIGHT POLE)
TBM WITH ELEVATION
MAG NAIL (CONTROL)
TREE LINE
GRAVEL
CONCRETE
Il:I:14%7 : fill 100
MAG
MAG NAIL
STA.
STATION
LF
LINEAR FOOT
TBM
TEMPORARY BENCHMARK
CIF
CUBIC FOOT
RCP
REINFORCED CONCRETE PIPE
CY
CUBIC YARD
NWL
NORMAL WATER LEVEL
R/W
RIGHT-OF-WAY
C/L
CENTERLINE
INV
INVERT
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CLEARING LIMIT
SF
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3
NORMAL WATER LEVEL=0.8±
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1 7 1
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ELEVATION = -5.4' — -
-3
-4 — —
°
-5
EXISTING GRADE
A LONGITUDINAL SECTION @ BOAT RAMP
C4 UllHORIZONTAL SCALE: 1"=3'
VERTICAL SCALE: 1"=3'
4.0 TOP DOCK
4.0 TOP DOCK
4.0 TOP DOCK
4.0 TOP DOCI
rB DETAIL PLAN VIEW - BOAT RAMP
C4 C4 SCALE: 1" = 2'
42'-0"
L BREAKWATER
42'-0"
klnnkl Al ut n rrn t rl/rl
ELEVATION = 0.8'
C
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ELEVATION = 2.7'
FINISH GRADE
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- EXISTING GRADE 1
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Proj: 12070

DOCK BEYOND
NORMAL WATER LEVEL ELEVATION = 0_8,
1-1/2"
5/8" THRU BOL
32' LF WOOD BREAKWATER
THIS SIDE ONLY -
SEE ELEVATION VIEW
BOTTOM
2' MIN. EMBEDMENT
1
A CONCRETE RAMP SECTION
C4 C5 NOT TO SCALE
CROSS SECTION @ BOAT RAMP / DOCK
HORIZONTAL SCALE: NOT TO SCALE
VERTICAL SCALE: NOT TO SCALE
SELF —ANCHORING
METAL POST @ 6' O.C. MAX
12 GAUGE 6 X 6 WIRE MESH
FILTER FABRIC
8" BURY
<-,_—== FLOW
D SILT FENCE
ul1)
NOT TO SCALE
NOT TO SCALE
#6 X 36" DOWEL
@ 16" OC
COARSE SCORED SURFACE
#5 @ 12" O.C. —J (2) #5 CONTINUOUS
EACH WAY
6" THICK 1 /2" STONE BEDDING
NON —WOVEN FILTER FABRIC
LEVEL COMPACTED SUBGRADE
MAINTENANCE:
1. INSPECT STRUCTURES WEEK! Y APB:
AFTER AT LEAST A 1/2' C= GRFr
RAINFALL EVENT.
2. REMOVE SEDIMENT FROM BEHIND
FENCE PRIOR TO IT REACHING A
MAXIMUM DEPTH OF 6 INCHES.
r3/4" AFIMISH
FER EDGE
GRADE
EXISTING GRADE
0,
Af
EXTEND PILE 2' ABOVE FINISH DEPTH-,
(TYPICAL OF 8-SEE PLAN FOR LOCATION)
NORMAL WATER LE%FL ELEVATION = 0.8'
CONCRETE SLAB
(2) 16d TOE NAIL -
EACH STRINGER
VtbLIAIIVt JttUINU
AFTER COMPLETION OF GRADING ACTIVITIES AND THE
CONSTRUCTION OF SWALES, ALL EXPOSED AREAS SHALL
BE SEEDED TO THE FOLLOWING SPECIFICATIONS:
SEED BED
LIME 1-1/2 TON PER ACRE
FERTILIZER 1/2—TON PER ACRE
SEED
RYE GRAIN 50 LBS PER ACRE
TALL FESCUE 100 LBS PER ACRE
MAY THROUGH AUGUST:
CENTIPEDE 5 LBS PER ACRE
PROCEDURE
STRAW MULCH SHALL BE APPLIED AT A RATE WHICH WILL INSURE
APPROXIMATELY 75% COVERAGE OF THE SEEDED AREA. THE STRAW
AND SOWN SEED WILL BE LIGHTLY DISCED INTO THE BED TO GIVE
IT FURTHER RESISTANCE TO BLOWING AND WASHING. THE
CONTRACTOR SHALL GUARANTEE A FULL STAND OF GRASS OVER
THE ENTIRE DISTURBED AREA. IF NECESSARY THE CONTRACTOR WILL
WET DOWN THE AREAS TO ASSIST IN SEED GERMINATION OR AID IN
GROWTH IN TIMES OF EXCESSIVELY DRY WEATHER. A STAND OF
GRASS WILL BE CONSIDERED ACCEPTABLE WHEN THE ENTIRE STAND
OF GRASS IS AT LEAST FOUR INCHES HIGH AND HAS ACHIEVED AT
LEAST 95% COVERAGE OF DISTURBED AREAS. RESEEDING WILL BE
REQUIRED AS NECESSARY BY THE CONTRACTOR TO OBTAIN THE
SPECIFIED STAND OF GRASS.
SPECIAL SEEDING NOTE:
THE ANGLE FOR GRADED SLOPES AND FILL SHALL BE NO GREATER
THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR
OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN
ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS
OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR
OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND
COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
ADDITIONALLY, WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS
FROM THE COMPLETION OF THE PROJECT (WHICHEVER IS SHORTER),
PERMANENT GROUND COVER SHALL BE ESTABLISHED.
E VEGETATION PLAN
C3 C5 NOT TO SCALE
A
7
6'
LA[J I IIVU UU I I UIVI
N
16" LAP (MIN.)
— TOP OF DOCK = 4.0'
ABOVE NORMAL WATER LEVEL
5/8" DIAMETER THROUGH BOLT
& 2" SQUARE WASHERS
8" BLOCKING
@ CROSS
" ABOVE NWL (TYP)
SECTION A -A
3/8»
1/4"
SAW CUT TOP OF SLAB
DINT,`StALANT 4.
o �
�1 /2" DIAMETER BACKER ROD
SAW CUT
6E TYPICAL CONTRACTION JOINT (CJ)
C4
- TOP OF DOCK = 4.0'
ABOVE NORMAL WATER LEVEL
5/8" THRU BOLT (TYP)
48
NORMAL WATER LEVI E' = 0.8'
2" G!
6 WHALER
2 IVIII L-IVIULUIVILIVI
ELEVATION V EW-WOOD BREAKWATER
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Pr°oj: 12070

1 RELEASE FOR PERMITS
JKA 110/3012012
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An
BOAT RAMP REPAIRS
HARBOURSIDE DRIVE
FAIRFIELD HARBOUR, CRAVEN COUNTY, NORTH CAROLINA
SHEET INDEX
Cl COVER SHEET
C2 SITE PLAN -EXISTING CONDITIONS & DEMOLITION
C3 SITE PLAN -NEW WORK
C4 DETAILS
C5 DETAILS
SEE ENLARGED VIEW: SHEETC . C3
EXISTING GRAVEL -
r PARKING AREA
NORTHWEST CREEK (SB,Sw,NSW) EXISTING WOOD' DOCK
/ /7 STREAM INDEX: 27-105 TO tEMAIN
NORMA WATER LEVEL
40POSED BOAT RAMP
xx
�1 /4 WIDTH LI NE�
AAL LAG
Xx
OVERALL SITE VIEW
A W
C1 C1 1"=60'
SITE DATA:
PROPERTY DEVELOPER:
FAIRFIELD HARBOUR PROPERTY OWNERS ASSOCIATION, INC.
902 CORAL REEF DRIVE
NEW BERN, NC 28560
[phone]
SITE ADDRESS: 1910 HARBOURSIDE DRIVE
TAX PARCEL ID: 2-029-1005
DEED REFERENCE: D.B. 1747 PG. 937
SITE ZONING: NONE
TOTAL SITE AREA: 0.191 ACRES, 8320 SF
TOTAL LENGTH OF SHORELINE: 165.5 LF
THE PROJECT WILL BE SERVED BY THE FOLLOWING PUBLIC UTILITIES:
WATER - PUBLIC WATER
SEWER - PUBLIC SEWER
ELECTRIC - PROGRESS ENERGY
1. THE RECEIVING WATER COURSE FOR THE PROJECT IS SWIFT CREEK, SURFACE
WATER CLASSIFICATION SB, Sw, NSW. STREAM INDEX: 27-105
2. NEUSE RIPARIAN BUFFER AREAS ARE PRESENT ON THE PROJECT SITE, AS INDICATED.
3. PUBLIC TRUST SHORELINE AEC AREAS ARE PRESENT ON THE PROJECT �ITF, AS INDICATED.
GENERAL CONSTRUCTION NOTES:
1. THE LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR SCANNING THE AREA OF WORK TO IDENTIFY TO HIS OWN SATISFACTION
THE EXTENT OF UTILITIES PRESENT INCLUDING THE UTILITIES INDICATED TO BF PRESENT, THOSE NOT
SHOWN, AND THOSE SHOWN TO BE IN A DIFFERENT LOCATION.
2. PHYSICAL SITE FEATURES OUTSIDE THE AREA OF WORK OR THOSE FEATURES NOT RELEVANT TO
THE WORK BEING PERFORMED ARE NOT SHOWN FOR CLARITY.
3. ALL DISTURBED AREAS NOT PAVED SHALL BE REVEGETATED IN ACCORDANCE WITH THE PROJECT
VEGETATION PLAN, SEE DETAIL E, SHEET C-5.
BOAT RAMP CONSTRUCTION NOTES:
1. THE EXISTING GRADE ABOVE AND BELOW THE NORMAL HIGH WATER LEVEL SHALL BE GRADED TO
REMOVE SURFACE IRREGULARITIES TO FORM A UNIFORM SLOPE FOR THE BOAT RAMP. THE WIDTH AND
LENGTH OF THE AREA TO BE GRADED SHALL BE THE EXTENTS OF THE RAMP, NO OTHER AREAS BELOW
THE NORMAL HIGH WATER LEVEL SHALL BE DISTURBED.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN, INSTALLATION, MAINTENANCE, AND
REMOVAL OF THE SHEET PILE CONTAINMENT SYSTEM. THE LOCATION OF THE SHEET PILE CONTAINMENT
SYSTEM PRESENTED ON THE PLANS IS APPROXIMATE. THE CONTRACTOR SHALI BE RESPONSIBLE FOR
THE ACTUAL PLACEMENT OF THE SHEET PILE CONTAINMENT SYSTEM TO ACCOMMODATE HIS WORK. THE
CONTRACTOR SHALL SUBMIT FOR OWNERS APPROVAL A DETAILED DESIGN OF THE CONTAINMENT SYSTEM
WHICH SHALL BE PREPARED AND CERTIFIED BY A NORTH CAROLINA REGISTERED PROFESSIONAL
ENGINEER. THE INSTALLATION OF THE CONTAINMENT SYSTEM SHALL NOT BEGIN UNTIL OWNER APPROVAL
HAS BEEN OBTAINED.
3. UPON INITIAL DEWATERING OF THE AREA OF WORK, ALL LIVING FISH, CRABS, CLAMS, ETC S-=__ BE
IMMEDIATELY RETURNED TO THE ADJACENT WATERS.
4. THE CONTRACTOR SHALL DEWATER THE CONTAINED AREA TO THE ADJACENT SURFACE WATERS AT A
POINT INSIDE THE TURBIDITY CURTAIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
INSTALLATION, OPERATION, MAINTENANCE, AND REPAIR OF THE DEWATERING SYSTEM FOR THE DURATION
OF THE PROJECT, INCLUDING THE REQUIRED CONCRETE CURING PERIOD.
5. THE SHEET PILE CONTAINMENT SYSTEM SHALL BE INSTALLED, MAINTAINED, AND REMOVED WITHOUT
CAUSING ANY DAMAGE TO THE ADJACENT DOCK STRUCTURES. ANY DAMAGE THAT DOES OCCUR SHALL
BE IMMEDIATELY REPAIRED BY THE CONTRACTOR, AT HIS OWN EXPENSE.
PRELIMINARY- NOT FOR CONSTRUCTION
NO, DESCRIPTI❑N BY DATE
Revisions
LEGEND
EXISTING
NEW
EOP
EDGE OF PAVEMENT
SILT FENCE SF —
----6----
CONTOUR
DIRECTION OF FLOW
x 5.6
SPOT ELEVATION + 6.5'
0 LP
UTILITY POLE (LIGHT POLE)
TBM WITH ELEVATION
Q
MAC NAIL (CONTROL)
TREE LINE
GRAVEL
CONCRETE
ABBREVIATIONS
MAC
MAC NAIL
STA.
STATION
LF
LINEAR FOOT
TBM
TEMPORARY BENCHMARK
CF
CUBIC FOOT
RCP
REINFORCED CONCRETE PIPE
CY
CUBIC YARD
NWL
NORMAL WATER LEVEL
R/W
RIGHT-OF-WAY
C/L
CENTERLINE
INV
INVERT
CL
CLEARING LIMIT
SF
SQUARE FOOT
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3
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-4
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EXISTING GRADE
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C4 C4 HORIZONTAL SCALE: 1"=3'
VERTICAL SCALE: 1"=3'
4.0 TOP DOCK
4.0 TOP DOCK
NORMAL WATER LEVEL=0.81
17
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32'-0" WOOD
42'-0„
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SCALE: 1" = 2' m v PRELIMINARY=
NOT FOR CONSTR,UCTION
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/ NOT TO SCALE
DOCK BEYOND
)--
#6 X 36" DOWEL
@ 16" OC
NORMAL WATER LEVEL ELEVATION = 0.8'
A CONCRETE RAMP SECTION
C4 C5 NOT TO SCALE
DID Cl
ONLY
2' MIN. EMBEDMENT
T
COARSE SCORED
#5 @ 12" O.C. —J (2) #5 CONTINUOUS
EACH WAY
T2" _
6" THICK 1 /2" STONE BEDDING
NON -WOVEN FILTER FABRIC
LEVEL COMPACTED SUBGRADE
CROSS SECTION @ BOAT RAMP / DOCK
HORIZONTAL SCALE: NOT TO SCALE
VERTICAL SCALE: NOT TO SCALE
SELF -ANCHORING
METAL POST @ 6' O.C. MAX
12 GAUGE 6 X 6 WIRE MESH
FILTER FABRIC
8" BURY
� FLOW
SILT FENCE
rD
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CI, 5 NOT TO SCALE
MAINTENANCE:
1. INSPECT STRUCTURES WEEKLY AND
AFTER AT LEAST A 112" OR GREATER
RAINFALL EVENT.
2. REMOVE SEDIMENT FROM BEHIND SILT
FENCE PRIOR TO IT REACHING A
MAXIMUM DEPTH OF 6 INCHES.
—3/4" CH MFER EDGE
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11L.VLIhIIYC JCCUII4l7
AFTER COMPLETION OF GRADING ACTIVITIES AND THE
CONSTRUCTION OF SWALES, ALL EXPOSED AREAS SHALL
BE SEEDED TO THE FOLLOWING SPECIFICATIONS:
SEED BED
LIME 1-1/2 TON PER ACRE
FERTILIZER 1/2-TON PER ACRE
SEED
RYE GRAIN 50 LBS PER ACRE
TALL FESCUE 100 LBS PER ACRE
MAY THROUGH AUGUST:
CENTIPEDE 5 LBS PER ACRE
PROCEDURE
STRAW MULCH SHALL BE APPLIED AT A RATE WHICH WILL INSURE
APPROXIMATELY 75% COVERAGE OF THE SEEDED AREA. THE STRAW
AND SOWN SEED WILL BE LIGHTLY DISCED INTO THE BED TO GIVE
IT FURTHER RESISTANCE TO BLOWING AND WASHING. THE
CONTRACTOR SHALL GUARANTEE A FULL STAND OF GRASS OVER
THE ENTIRE DISTURBED AREA. IF NECESSARY THE CONTRACTOR WILL
WET DOWN THE AREAS TO ASSIST IN SEED GERMINATION OR AID IN
GROWTH IN TIMES OF EXCESSIVELY DRY WEATHER. A STAND OF
GRASS WILL BE CONSIDERED ACCEPTABLE WHEN THE ENTIRE STAND
OF GRASS IS AT LEAST FOUR INCHES HIGH AND HAS ACHIEVED AT
LEAST 95% COVERAGE OF DISTURBED AREAS. RESEEDING WILL BE
REQUIRED AS NECESSARY BY THE CONTRACTOR TO OBTAIN THE
SPECIFIED STAND OF GRASS.
SPECIAL SEEDING NOTE:
THE ANGLE FOR GRADED SLOPES AND FILL SHALL BE NO GREATER
THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR
OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN
ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS
OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR
OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND
COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
ADDITIONALLY, WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS
FROM THE COMPLETION OF THE PROJECT (WHICHEVER IS SHORTER),
PERMANENT GROUND COVER SHALL BE ESTABLISHED.
E VEGETATION PLAN
C3 C5 NOT TO SCALE
A "7
6'
LhiJIIINU IJVI IVM
16" LAP (MIN.)
— TOP OF DOCK = 4.0'
ABOVE NORMAL WATER LEVEL
5/8" DIAMETER THROUGH BOLT
& 2" SQUARE WASHERS
8" BLOCKING
@ CROSS
16- ABOVE NWL (TYP)
SECTION A -A
31�1 1 /4„
SAW CUT TOP OF SLAB
'JOINT, StALANT °
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SAW CUT
NO. DESCRIPTION BY DAi E
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