105-12 OVERSIZE PLANS

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SITE PLAN NOTES
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1. OWNER: YOU CAN FL , LLC
PO BOX 1839 coivtvEcr rie�r. ®uI�DiNc
AN
NAGS HEAD, NC 27959 US. •� .
. . . . . T0. NE WATER METER
252
1 616 SF RETAIL BUILDING WITH A 2 BEDROOM APARTMENT.
INTENDS TO CONSTRUCT A N60'42'31 "E
2. THE OWN
ER 11 THE FACI
LITY WILL AL
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VE TOUR
BO
AT OPERATIONS. RATION S.
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IN D.B.15 ,
3. THE PROPE
RTY
TYISR RECORDED ' a �
z- -
DARE COUNTY PIN# 0800 18 40 8563 -°°
PROPERTY ADDRESS: 7517 S. VIRGINIA DARE TRAIL, NAGS HEAD, NC 27959 - - 7 ° N59'07 41 °E ° °283a50
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LINE
TABLE (BULKHEAD)
LINE
LENGTH
DIRECTION
L1 TIE -LINEI
89.75
S43'54'37"W
L2
32.71
S11'56'02"W
L3
14.78
S09'04'04"W
L4
5.08
S12*42'39"W
L5
11.23
N82'35'41"W
L6
11.63
S08'32'51 "W
L7
10.93
S76'11'52"E
L8
20.86
S10'11'16"W
L9
1.35
N82'46'48"W
L10
46.45
S59'33'40"W
L11
11.34
S57'20'07"W
L12
31.91
S63'08'18"W
L13
48.90
S61'08'43"W
8" UNLESS 1
OTHERWISE
SPECIFIED
1/4"R TOOLED EDGE
4000 PSI CONCRETE
4x4 WWF
SUBGRADE (95%
STANDARD PROCTOR)
11 1+' I --• 1 I J
4" AGGREGATE BASE COURSE
NCDOT TYPE 'A'
(100% COMPACTION, AASHTC T180)
TOP 8" SUBGRADE
(98% COMPACTION, AASHTO T99)
�
6
�
5" 3,500 PSI REINFORCED
CONCRETE
\� T
, /�. / //i. /-/ /i\ // //./77//.1///✓/.✓/.1//1'/
NOTE: CONFIRM PAVEMENT THICKNESS WITH GEOTECHNICAL REPORT.
STANDA" G'ONCRE DETAIL
(IN FEET)
1 INCH = 20 FT.
(2) 24" #5 REBAR PINS
6'Lx5"Tx6"W PRECAST WHEEL STOP
SUBGRADE -STABLE AND APPROVED
SUBGRADE BELOW 6", 95% COMPACTION BY GEOTECHNICAL ENGINEER
STANDARD PROCTOR -COMPACTED TO AT LEAST 98%
(FILL TO BE PLACED IN 8" LIFTS) (STANDARD PROCTOR)
I ITS
Y2" TOOLED RADIUS
PAVEMENT
(SEE DETAIL)
0
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5' CONCRETE SIDEWALK
(UNLESS OTHERWISE SPECIFIED)
1 /�4"/ FT.
(SEE NOTE 7)
a a 5„
5" THICK (6" AT DRIVEWAYS)
FIBER REINFORCED CONCRETE
COMPACT EXISTING (UNLESS OTHERWISE SPECIFIED)
SUBGRADE TO 95%
STANDARD PROCTOR
DENSITY
NOTES:
1. ALL CONCRETE SHALL BE 4,000 PSI, 5" THICK, UNLESS NOTED OTHERWISE. DRIVE APRONS AND PATHWAY AT DRIVEWAYS
TE SHALL BE PREPARED IN ACCORDANCE WITH ACI 21 1 ,1, ACI 301 AND ASTM C94.
BE 6" THICK CONCRE
2. CONTROL JOINTS SHALL BE PLACED PERPENDICULAR TO THE EDGE OF PAVEMENT AT 5' SPACING. CONTROL JOINTS SHALL Be
SAWED.
3. EXPANSION JOINTS SHALL BE PLACED AT THE END OF EACH SECTION OF CONSTRUCTION INCLUDING THE LOCATIONS THAT
PAVEMENT ABUTS EXISTING PAVEMENT AND AT 30' INTERVAI S. EXPANSION JOINT MATERIAL SHALL BE V THICK AND CONFORM TO
ASTM D 1751.
4. LONGITUDINAL SLOPE SHALL NOT EXCEED 5%.
5. A BROOMED SURFACE FINISH SHALL BE PROVIDED UNLESS OTHERWISE APPROVED BY THE OWNER.
6. TESTING SHALL BE PROVIDED BY THE CONTRACTOR.
7. REFER TO PLANS FOR SLOPE DIRECTION.
ROANOKE SOUND
JUN - 4 2012
COASTAL MANAGEMENT GE MENT
ELIZABETH CITY
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14"
6'-0"
VICINITY MAP
NTS
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NTS
TYPICAL PIER SECTION
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2x6 DECKING FASTENED
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WITH 12d (3 X") NAILS
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(3 AT EACH STRINGER)
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8" 0 TIP PILES ® 10' O.C.
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2x8 ® 12" O.C.
z
2-2xlO BOLTED
TO 8"0 PILING
2"x4" WOOD TIES WITH (6)
#12 NAILS (TYPICAL
INTERIOR STRINGERS)
1'-0"x1'-6"x.080" ALUMINUM HANDICAP PARKING
PARKING SIGN. SIGN TO READ
"RESERVED PARKING" WITH
IDENTIFICATION SYMBOL, BOLTED TO
STEEL TUBE WITH 3/8" CADMIUM
PLATED BOLTS, NUTS AND WASHERS. MAXIMUM
PENALTY
$250
CORNER RADIUS: 1-1/2" (TYPICAL)
4"x4" STYP POST
NOTES:
1. REGARDLESS OF AGE, ALL ACCESSIBLE SPACES
SHALL BE IDENTIFIED BY ABOVEGROUND SIGNS
ONLY (SEE f;.C.G.S.)
2. NEW SPACES SHALL NOT USE GROUND -PAINTED
SYMBOLS.
ACCESSIBLE SPACES ARE REQUIRED TO BE STRIPED
OFF ONLY; BLUE COLORING IS NOT NECESSARY
NOT REQUIRED.
4. STRIPING IS WHITE ON DARK PAVEMENT; BLUE
ON LIGHT PAVEMENT. (N.C.D.O.T.)
5. CONDITION 1: PEDESTRIAN PATH DOES NOT PASS
UNDER OR AROUND SIGN. CONDITION 2:
PEDESTRIAN PATH GOES BY, UNDER, OR AROUND
SIGN.
6. STANDARD SIGN COLORS: BACKGROUND - WHITE,
LETTERING/BORDER - GREEN, FIGURE - WHITE ON
BLUE FIELD.
HAIACAPPED PAWOM SM DETAIL
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SCALE:
1 " = 20'

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Y
YOU CAN FLY INTENDS TO CONSTRUCT A NEW TWO STORY BUILDING, BULKHEAD
AND DOCK. THE CONSTRUCTION WILL INCLUDE THE REMOVAL OF THE EXISTING
BUILDING, DECKS AND SOME OF THE EXISTING PAVEMENT. THE SITE IS LOCATED
ON 0.79 ACRES AT 7517 S. VIRGINIA DARE TRAIL, NAGS HEAD, NORTH CAROLINA.
APPROXIMATELY 0.79 ACRES OF THE SITE ARE TO BE DISTURBED. CONSTRUCTION
IS SCHEDULED TO BEGIN IN THE SPRING OF 2012.
THE SITE IS LEVEL, WITH SANDY SOILS. THE VEGETATION ON THE SITE WILL BE
REMOVED AND/OR RELOCATED.
DISTURBED AREAS ARE TO BE STABILIZED WITH TEMPORARY/PERMANENT
VEGETATION ACCORDING TO THE SEQUENCE OF CONSTRUCTION.
II. SOILS
UPLAND SOIL TYPES AS MAPPED IN THE SOIL SURVEY OF DARE COUNTY:
PSAMMENTS (PsB)
• OBTAIN PLAN APPROVAL
• FLAG OR STAKE WORK LIMITS
• HOLD PRE -CONSTRUCTION MEETING
PRASE O.
• INSTALL SILT FENCING
• CLEAR LOT OF EXISTING FEATURES AND VEGETATION AS SHOWN
• COMMENCE CONSTRUCTION OF NEW BULKHEAD AND WASTEWATER
TREATMENT SYSTEM
• CONSTRUCT NEW BUILDING, DECKS AND PAVEMENT
• SEED, FERTILIZE AND WATER DISTURBED AREA TO STABILIZE
IV. SEDIMENTATION EROSION CONTROL NOBS
1. PRIOR TO ANY LAND DISTURBING ACTIVITIES AND AFTER DELINEATION OF THE LIMITS OF
CLEARING, THE CONTRACTOR SHALL SCHEDULE A PRE -CLEARING MEETING ON THE SITE
WITH THE REPRESENTATIVE INDICATED IN THE SPECIFICATIONS INCLUDING THE OWNER,
CONSTRUCTION MANAGER, ARCHITECT, ENGINEER AND DARE COUNTY PLANNING
DEPARTMENT IN ORDER TO IDENTIFY AND MARK SPECIFIC TREES WHICH ARE TO BE
PROTECTED IN ACCORDANCE WITH SECTION 3.38 OF THE NORTH CAROLINA EROSION
AND SEDIMENT CONTROL HANDBOOK.
2. PRIOR TO THE COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR SHALL HAVE
THE APPROPRIATE UNDERGROUND UTILITIES LOCATED.
3. PRIOR TO COMMENCEMENT OF ANY LAND DISTURBING ACTIVITIES, EROSION AND
SEDIMENTATION CONTROL MEASURES IDENTIFIED ON THE EROSION AND SEDIMENT
CONTROL AND THIS PLAN SHALL BE INSTALLED IN ACCORDANCE WITH THE PROJECT
PLANS SPECIFICATIONS.
4. ALL CONSTRUCTION TRAFFIC SHALL UTILIZE THE CONSTRUCTION ENTRANCE AS
DESIGNATED ON THE SEDIMENT AND EROSION CONTROL PLAN.
5. THE CONTRACTOR SHALL ENSURE THAT AREAS OUTSIDE OF THE LIMITS OF LAND
DISTURBANCE AS WELL AS EXISTING IMPROVEMENTS SPECIFICALLY NOTED FOR
PROTECTION ARE NOT ADVERSELY IMPACTED BY ANY CLEARING ACTIVITIES.
6. AREAS WHICH HAVE BEEN DESIGNATED IN THE PLANS TO REMAIN UNDISTURBED SHALL
BE IDENTIFIED PRIOR TO CLEARING. IN ADDITION TO SECTIONS SHOWN WHERE ALL
VEGETATION IS TO REMAIN, ADDITIONAL SPECIMEN TREES WITHIN AREAS DESIGNATED
FOR SELECTIVE CLEARING MAY BE SPECIFIED AND FLAGGED TO REMAIN.
7. EVERYTHING WITHIN "PROJECT LIMITS" ESTABLISHED BY ACTUAL ADJACENT PROPERTY
LINES SHALL BE CLEARED UNLESS NOTED TO REMAIN. CONTACT THE ENGINEER IF
UNCLEAR. ALL CLEARED AREAS TO BE GRUBBED AND LEVELED. ALL REMOVAL AND
DISPOSAL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE
REMOVED BY THE CONTRACTOR TO AN OFF SITE LOCATION.
8. THE LIMITS OF LAND DISTURBANCE SHALL BE MAINTAINED AS NOTED UNLESS
OTHERWISE APPROVED. THE CONTRACTOR SHALL ENSURE THAT AREAS OUTSIDE OF THE
LIMITS OF LAND DISTURBING AS WELL AS TREES SPECIFICALLY NOTED FOR PROTECTION
ARE NOT ADVERSELY IMPACTED BY ANY CONSTRUCTION ACTIVITIES. ANY SPECIMEN
TREES DAMAGED SHALL BE REPLACED IN KIND.
9. EXPOSED SIDE SLOPES SHALL BE PLANTED OR PROVIDED WITH TEMPORARY GROUND
COVER SUFFICIENT TO CONTROL EROSION WITHIN 15 WORKING DAYS OR 21 CALT^::AP
DAYS OF COMPLETION OF ANY PHASE OR GRADING, WHiCriEVER IS SHORTER.
10. IF EXCESSIVE WIND EROSION OR STORM WATER RUNOFF DEVELOPS DURING TIME OF
CONSTRUCTION IN ANY LOCATION ON THE PROJECT SITE, ADDITIONAL SAND OR SILT
FENCING SHALL BE INSTALLED AS DIRECTED BY ENGINEER, SEE SAND OR SILT FENCE
DETAIL.
11. SOIL EROSION AND SEDIMENTATION CONTROLS TO BE INSPECTED, MAINTAINED AND
REPAIRED AS NECESSARY.
12. PERMANENT GROUND COVER MUST BE PROVIDED WITHIN THE SHORTER OF 15
WORKING DAYS OR 90 CALENDAR DAYS AFTER COMPLETION OF CONSTRUCTION.
13. NO BURNING IS PERMITTED ON SITE.
14. NO BORROW PERMITTED FROM THE SITE.
15. ANY OFF -SITE MATERIAL USED FOR GRADING FILL SHALL BE OBTAINED FRC a
PERMITTED BORROW PIT.
16. EXISTING TOPOGRAPHIC INFORMATION BASED ON THE SURVEY INFORMATION O
BY ALBEMARLE AND ASSOCIATES, LTD ON XX/XX/XX.
17. CONTRACTOR TO PROVIDE AS -BUILT TOPOGRAPHIC SURVEY OF ENTIRE SITE AT TIME OF
SUBSTANTIAL COMPLETION. INFORMATION REQUIRED INCLUDES CONTOURS AT 1'
INTERVALS DISPLAYED AT 1 "=30' FOR DISTURBED AND UNDISTURBED AREAS.
V. DEMOLITION NOTES
ALL EXISTING IMPROVEMENTS SHOWN WITHIN THE LIMITS OF DISTURBANCE SHALL BE
REMOVED UNLESS SPECIFICALLY NOTED TO REMAIN. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR PROPER DISPOSAL TO AN OFFSITE LOCATION PROVIDED BY THE
CONTRACTOR.
CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO CAREFULLY REMOVE ALL
ITEMS SHOWN TO BE RELOCATED. PRIOR TO REMOVAL, ANY CONDITIONS THAT PREVENT
SUCH REMOVAL OR EXISTING DAMAGE TO THE ITEMS SHALL BE REPORTED TO THE OWNER
IMMEDIATELY. CONTRACTOR WILL BE RESPONSIBLE FOR ITEMS DAMAGED DURING THE
PROJECT.
WARNING
LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN HAS BEEN TAKEN FROM RECORD
DRAWINGS. EXACT LOCATION OF THESE UTILITIES IS UNKNOWN. LOCATION OF OTHER
UNDERGROUND UTILITIES IS UNKNOWN AND HAS NOT BEEN SHOWN ON THESE DRAWINGS.
ALL UNDERGROUND UTILITIES ENCOUNTERED SHALL IMMEDIATELY BE REPORTED TO THE
CONSTRUCTION MANAGEMENT GROUP.
Ln
RENTAL
edam
TO BE REMOVED
EXISTING BULKHEAD
TO REMAIN
SEEDING SCHEDULE
APRL 1- MAY 15 PEFWMW 8EEDNQ
SPECIES
RATE
K-31 FESCUE
3 LB/1000
SF
COMMON BERMUDAGRASS
1 LB/1000
SF
WINTER RYE GRAIN
3 LB/1000
SF
MAY 15 - JUL °Y * FS9MANENT BEEDJQ
SPECIES
RATE
K-31 FESCUE
3 LB/1000
SF
COMMON BERMUDAGRASS
1 LB/1000
SF
GERMAN MILLET
3 LB/1000
SF
ALMOST 15 - APRL t TaPORARY SEEDM
SPECIES RATE
K-31 FESCUE 3 LB/1000 SF
WINTER RYE GRAIN 5 LB/1000 SF
WL AIrBNDMENIIS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 500
LB PER ACRE OF 10-10-10 FERTILIZER.
MULCH
USE JUTE, EXCELSIOR MATTING OR OTHER EFFECTIVE CHANNEL LINING
MATERIAL TO OVER BOTTOM AND SIDES OF SWALES. ANCHOR MATTING
PER MANUFACTJRERS RECOMMENDATIONS. HYDROSEEDING IS ALSO AN
ACCEPTABLE METHOD OF TEMPORARY STABILIZATION
A MINIMUM OF 3 WEEKS IS REQUIRED TO FOR ESTABLISHMENT. INSPECT
AND REPAIR MJLCH FREQUENTLY. FERTILIZE THE FOLLOWING SPRING WITH
50 LB/ ACRE NITROGEN.
2 51`19RY WOOD
FRAf& ON PLES
TO'BE REMOVED
• STEP
20
COMPACTED FILL
WIRE REINFORCED SYNTHETIC
FIBRE JUTE MESH FILTER FABRIC
EXTENSION OF FILTER
FABRIC INTO THE TRENCH
DIRECTION OF FLOW I
40�
CANOPY
log pa:wriirp,
GRAPHIC SCALE
0 10 20 40
STEEL POST
SILT FENCE DETAIL
NTS
(IN FEET)
1 INCH 20 FT.
NOTES:
1. 6' POST SPACING FOR
NON -WIRE REINFORCED
FENCE. 8' POST SPACING
PERMITTED IF FENCE
CONTAINS REINFORCING
WIRE.
2. 4' MINIMUM OVERLAP
REQUIRED (ATTACHED AT
POSTS) WHEN JOINING
SECTIONS OF SILT FENCE.
3. S'LT FENCE SHALL BE
ATTACHED TO STEEL POSTS
USING A MINIMUM OF 3
WIRE OR PLASTIC TIES.
R WING,
F, 7NA L D F` ­' /ail
NO T Fo*DR
Ck 0"' NS TR IUCTION
FINISHED GRADE
80 ESTABLISH VEGETATIVE
COVER FOR STABILIZATION
DEADMAN 8' MIN. LJ
BELOW GRADE
(SEE NOTES)
15' V0 HOG TIE -BACK
ROD ® 5'-4" O.C.
(BEND AS REQUIRED)
NICOLON FILTER
CLOTH
EXISTING BULKHEA
DBL 1 "x8" SHEET PILES
JOINTS S"AGGERED
8"0 PILES ® 5' O.C.
(SEE NOTES)
REGIONAL VICINITY MAP
N.T.S.
10" MITER FOR
WATER RUNOFF
2. 0'
(2) 6"x6" WALERS
6"
•� 2' 0" 4' -0"
BULKHEAD DETAIL
NTS
EXISTING GRADE
5/8" 0 HDG
THRU-BOLT, NUT &
12' MIN LOCK WASHERS (TYP.)
PENETRATION
NOTES.'
1. ALL LUMBER SHALL CONFORM WITH AWPA STANDARDS AS NOTED WITHIN THE APPROPRIATE USE CATEGORY.
2. PILINGS: SHALL BE 8"0 X 18' TIMER CONFORMING WITH UC-58 LOCATED IN SPLASH ZONE.
3. WALERS SHALL BE 6"x6" TIMBER CONFORMING WITH UC-5B. WALERS SHALL OVERLAP (2' MIN.) AT PILES.
4. SHEATHING: SHALL CONSIST OF 2 ROWS OF 1 "x8" OF AN "OVERLAPPING" DESIGN AND CONFORM WITH UC-513.
5. DEADMAN SHALL BE 6"x6'x10' OR 8*000' TIMBER (PLACED VERTICALLY) AND SHALL CONFORM WITH UC-4C.
6. ALL FASTENERS SHALL BE HOT -DIPPED GALVANIZED PER ASTM A-153 (2 OZ. ZINC/SF).
7. BACKFILL SHALL BE CLEAN GRANULAR FREE DRAINING SAND. VEGETATION AND DEBRIS SHALL BE REMOVED PRIOR TO
BACKFILLING.
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