69-15 Eastern Carolina Yacht Club Oversized Plans

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NEW BERN GOLF & COUNTRY CLUB
4301 COUNTRY CLUB RD
NEW BERN, NC 28562
TAX PARCEL #8-051-008
APPROX. SHORELINE/PROPERTY LINE
EXISTING WOOD DOCK
TO REMAIN
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EASTERN CAROLINA YACHT CLU
BOAT RAMP REPAIR
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i TRENT WOODS, CRAVEN COUNTY, NORTH CAROLINA
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EXISTING ASPHALT
AND GRAVEL PARKING
AREA, TO REMAIN
EXISTING WOOD WALK
TO REMAIPl
EXISTING WOOD DOCK
TO REMAIN
SHEET INDEX
C1 COVER SHEET
C2 SITE PLAN -EXISTING CONDITIONS & DEMOLITION
C3 SITE PLAN -NEW WORK
C4 DETAILS
C5 DETAILS
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PINES
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EX. ASPHALT DRIVE
TO REMAIN
EXISTING BOATHOUSE
TO REMAIN I
SEE ENLARGED VI
SHEET C2, C3
\ \
ELIZABETH G.M. HOLMES
4003 TRENT PINES DR / \
NEW BERN, NC 28562
TAX PARCEL #8-049-016 \
EXISTING BOAT RAMP /
TO BE REPLACED /
NORMAL WATER LEVEL,/
PROPERTY LINE
/
EXISTING WOOD DOCK /
TO REMAIN /
/
/
APPROX. SHORELINE/PROPERTY LINE
TRENT RIVER (SB,Sw,NSW)
STREAM INDEX: 27-101-(31)
1 1 RELEASE FOR PERMITS
JKA 1 3/20/15
NO. DESCRIPTION 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
MAG NAIL (CONTROL)
TREE LINE
GRAVEL
CONCRETE
ABBREVIATIONS
MAG
MAG 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
SITE DATA:
PROPERTY DEVELOPER:
EASTERN CAROLINA YACHT CLUB, INC
4005 TRENT PINES DRIVE
PO BOX 1123
NEW BERN, NC 28563
SITE ADDRESS: 4005 TRENT PINES DRIVE
TAX PARCEL !D: 8-049-015-A
DEED REFERENCE: D.B. 0464 PG. 0147
SITE ZONING: INSTITUTIONAL (TOWN OF TRENT WOODS)
TOTAL SITE AREA: 3.410 ACRES, 148,540 SF
TOTAL LE', _TH OF SHORELINE: 587 LF
THE PROECT IS BE SERVED BY THE FOLLOWING PUBLIC UTILITIES:
WATER - PUBLIC WATER (CITY OF NEW BERN)
SEWER - PUBLIC SEWER (CITY OF NEW BERN)
ELECTRIC - CITY OF NEW BERN
1. THE RECEIVING WATER COURSE FOR THE PROJECT IS TRENT RIVER, SURFACE
WATER CLASSIFICATION SB, Sw, NSW. STREAM INDEX: 27-101-(31)
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 SATISFACTION
THE EXTENT OF UTILITIES PRESENT INCLUDING THE UTILITIES INDICATED TO BE 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.
BOAT -_'MP 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 GFADED SHALL BE THE EXTENTS OF THE RAMP. NO OTHER AREAS BELOW
THE NORMAL HIGH WATER LEVE_ SHALL BE DISTURBED.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN, INSTALLATION, MAINTENANCE, AND
REMOVAL OF THE SHEET PILE CCNTAINMENT SYSTEM. THE LOCATION OF THE SHEET PILE CONTAINMENT
SYSTEM PRESENTED ON THE PL�'IS IS APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
THE ACTUAL PLACEMENT OF SHE 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 ANC 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 SHALL BE
IMMEDIATELY RETURNED TO TIE ADJACENT WATERS.
4. THE CONTRACTOR SHALL 3EW'TER THE CONTAINED AREA TO THE ADJACENT SURFACE WATERS AT A
POINT INSIDE THE TURBIDITY CUF7AIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
INSTALLATION, OPERATION, VAINTENANCE, AND REPAIR OF THE DEWATERING SYSTEM FOR THE DURATION
OF THE PROJECT, INCLUDIN THE REQUIRED CONCRETE CURING PERIOD.
5, THE SHEET PILE CONTAINMEN. 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 TI CONTRACTOR, AT HIS OWN EXPENSE.
RECEIVED
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EXISTING WOOD BULKHEAD, TO REMAIN
APPROX. PROPERTY LINE
SHORELINE/PROPERTY LINE
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SITF PLAN -EXISTING CONDITIONS AND DEMOLITION
EDGE OF E�
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TRENT RIVER SB,Sw,NSW) DO— WNSTREAM
STREAM INDEX: 2 - - - °+'°
. (7-101(31 )
EDGE OF EXISTING ASPHALT
END EXISTING ASPHALT
DGE OF EXISTING
DNCRETE RAMP, TO REMAIN
50' ZONE 2 NEU ES RIPARIAN BUFFER -
LIMITS - -
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APPROX. PROPERTY LINE
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TURBIDITY = JRTAIN - TO BE SUPPLIED, /
INSTALLED 'ND MAINTAINED BY THE CONTRACTOR. /
EXISTING WOOD = )CK
TO REMAIN
TEMPORARY SHEET F'_E CONTAINMENT SYSTEM
SEE BOAT RAMP CO'. -RUCTION NOTES, THIS SHEET
GENERAL CONSTRUCTION NOTES:
1. THE LOCATION AND DEPTHS JF EXISTING UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR
SHAI L BE RESPONS BLE FOR SCANNING THE AREA OF WORK TO IDENTIFY TO HIS OWN SATISFACTION
THE EXTENT OF UT _ITIES PRESENT INCLUDING THE UTILITIES INDICATED TO BE PRESENT, THOSE NOT
SHOWN, AND THOSE SHOWN TO BE IN A DIFFERENT LOCATION.
2. PHYSICAL SITE FEATURES OL7SIDE 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
VEC-"ATiON PLAN.
BOAT RAMP CONSTRUCTION NOTES:
1. THE EXISTING GRADE ABOVE AND BELOW THE NORMAL HIGH WATER LEVEL SHALL BE GRADED TO
REMOVE SURFACE IRREGULARIT DES 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 SHALL BE RESPONSIBLE FOR
THE ACTUAL PLACEMENT OF 1HE 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
THE INSTALLATION OF THE CONTAINMENT SYSTEM SHALL NOT BEGIN UNTIL OWNER
APPI: =_ -AS BEEN OBTAINED.
3. UruN INITIAL DEWATERING OF THE AREA OF WORK, ALL LIVING FISH, CRABS, CLAMS, ETC SHALL 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.
SHORELINE/PROPERTY LINE
RECEIVED
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A \ LONGITUDINAL SECTION @ BOAT RAMP
C4 C4 HORIZONTAL SCALE: 1"=3'
VERTICAL SCALE: 1"=3'
B YJAIL PLAN VIEW - BOAT RAMP
C4 uc,
S(�ALE: 1" = 3'
0+60 0+50 0+40 0+30 0+20 0+10
EXISTING WOOD BULKHEAD, TO REMAIN
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NOT TO SCALE
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EX. DOCK BEYOND
#6 X 36" DOWEL
@ 16" OC
NORMAL WATER LEVEL ELEVATION = 95.5' ASSUMED
COARSE SCORED SURFACE
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12"
-6" THICK 1/2" STONE BEDDING
NON -WOVEN FILTER FABRIC
LEVEL COMPACTED SUBGRADE
A CONCRETE RAMP SECTION
C4 C5 NOT TO SCALE
B CROSS SECTION @ BOAT RAMP / DOCK
C4 C5 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
MAINTENANCE:
1. INSPECT STRUCTURES WEEKLY AND
AFTER AT LEAST A 1/2" OR GREATER
RAINFALL EVENT.
2. REMOVE SEDIMENT FROM BEHIND SILT
FENCE PRIOR TO IT REACHING A
MAXIMUM DEPTH OF 6 INCHES.
("_�C SILT FENCE
C3 C5 NOT TO SCALE
/-3/4" CH, MFER EDGE
VEGETATIVE SEEDING
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
,OVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
ADDITIONALLY, WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS
I ROM THE COMPLETION OF THE PROJECT (WHICHEVER IS SHORTER),
PERMANENT GROUND COVER SHALL BE ESTABLISHED.
D VEGETATION PLAN
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