52-17 Oversized Plans

SITE PLAN NOW
1. OWNER: YOU CAN FLY, LLC
/""
8" UNLESS
OTHERWISE
SPECIFIED
F'KUY'. t'UKUUJ UUjl&,MG I G = `1', l Ua.o OF n U.0 i
COVERAGE NOTED WITHIN THE 75' AEC AND 30' BUFFER DOES NOT ACCOUNT FOR 0.67 REDUCTION \� 5sX B1Rrws
4" AGGREGATE BASE COURSE
NCDOT TYPE 'A'
FACTOR NEW PILINGS (TYP. 6) \\\\` ° (100% COMPACTION, AASHTO T180)
TOTAL PARKING/DRIVE AISLE SURFACE = 14832.7 SF
TOP 8" SUBGRADE
TOTAL PERMEABLE PARKING/DRIVE AISLE SURFACE = 5,750.5 SF (38.8%)
• •
14. STORMWATER MANAGEMENT WILL UTILIZE INFILTRATION THRU NEW PAVEMENT AND THE NEW BUILDINGxx
WILL HAVE ROOF RUN-OFF DIRECTED TO A NEW INFILTRATION BASIN LOCATED ON THE EAST SIDE OF
MANAGE THE 10 YEAR 2 HOUR STORM.
THE SITE. THE SYSTEM IS DESIGNED TO
15. THE OWNER SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL BUFFERING. ALL REQUIRED
j
>'
CONDITION SO AS TO PRESENT A
LANDSCAPING AND BUFFER AREAS SHALL BE MAINTAINED IN GOOD CO
AND DEBRIS THIS
�,,,;;,,,,,,,,•,•.•••,.,,..,•
FREE FROM RE FUSE
HEALTHY AND ORDERLY APPEARANCE AND SHALL BE KEPT F
.;:_:•:•:::::: ::::::.::.::: :.::::
:::;>;::.;�:,a=:;:;::<;:,.:.�:,.:>;,...:,:•.�.,:..�.>;,..�,.....:..>:::::...:........: ...
INCLUDES, BUT IS NOT LIMITED TO THE REPLACEMENT OF PLANTS DAMAGED BY INSECTS, DISEASE,
VEHICULAR TRAFFIC AND VANDALISM.
16. BUFFER YARDS SHALL BE INSTALLED AND MAINTAINED ACCORDING TO THE STANDARDS OF (D)(5)A c 0
OF SECTION 48-445, AND IN ACCORDANCE WITH SECTIONS 48-481 - 48-484. TYPE "D" BUFFER
SHALL BE INSTALLED ALONG THE FRONT PROPERTY LINE AND TYPE "C" SHALL BE INSTALLED ALONG
THE SIDE PROPERTY LINES.
'3S
3,G
3S
LINE TABLE (BULKHEAD)
LINE
LENGTH
DIRECTION
L1 TIE LINE
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
\/\ �\ ��\ ° \�//� //. i (98% COMPACTION, AASHTO T99)
a . 30rr
a
i
17. LIGHTS FOR THIS SITE WILL BE MAINTAINED.
19.5' 60.0'
18. ALL OUTDOOR LIGHTING SHALL BE ERECTED, ALTERED OR MAINTAINED IN ACCORDANCE WITH THE
PROVISIONS IN SECTION 48-321 - 48-329 OF THE TOWN OF NAGS HEAD ZONING ORDINANCE. ALL
LIGHT PRODUCED ON SITE SHALL BE CONTAINED WITHIN THE PERIMETER OF THE SITE BY DESIGN,
ORIENTATION OR SHIELDING OF THE LIGHT SOURCE. PROPOSED LIGHTS WILL MATCH EXISTING LIGHTS.
SEE SITE PLAN FOR LOCATION OF
PERMANENT BOLLARDS
19. ALL NEW UTILITIES ARE TO BE PLACED UNDERGROUND.
AL�
20. THE BUILDING WILL COMPLY WITH VOL. 1 C OF THE NORTH CAROLINA STATE BUILDING CODE AND GRAPHIC SCALENTS
CURRENT NFPA REQUIREMENTS.
20 0 10 20 40 80
21. BUILDING HEIGHT SHALL NOT EXCEED 42'.
22. WATERCRAFT FUELING SHALL COMPLY WITH SECTION 2210 OF THE NC FIRE PREVENTION CODE.
23. WATER DEPTHS PROVIDED BY OWNER'S CONTRACTOR.
1 INCH
FEET) = 20 FT.
24. NO ADDITIONAL FILL SHALL BE PLACED ON THE SITE OTHER THAN TO BACKFILL NEW BULKHEADS. 5' CONCRETE SIDEWALK
r O1'7Ow NOTED
1. CONTRACTOR QUALIFICATION: CONTRACTORS SHALL HAVE SUCCESSFULLY INSTALLED PERVIOUS CONCRETE AT LEAST THREE
TIMES IN THE LAST THREE YEARS. LIKEWISE, THE CONCRETE SUPPLIER SHALL HAVE PRODUCED PERVIOUS CONCRETE FOR AT
LEAST THREE PROJECTS IN THE LAST THREE YEARS.
2. MIX DESIGN: THE CONTRACTOR SHALL SUBMIT A PROPOSED MIX DESIGN WITH PROPORTIONS OF MATERIALS PRIOR TO WORK.
CEMENT CONTENT SHALL NOT BE LESS THAN 600 LBS PER CY. AGGREGATE SHALL BE AT LEAST 2000 LBS/CY. CONCRETE
COMPRESSIVE STRENGTH SHALL BE AT LEAST 2500 PSI. POROSITY SHALL BE 20% BY VOLUME. PERMEABILITY SHALL BE AT
LEAST 3 GAL/SF/MIN. SLUMP SHALL BE NO GREATER THAN 3/4 INCH.
3. CEMENT: CEMENT SHALL BE PORTLAND CEMENT TYPE 1 OR 2 (ASTM C150) OR TYPE IP OR IS (ASTM C595 OR C1157).
4. AGGREGATE: AGGREGATE SHALL BE COURSE (3/8" TO NO. 89 PER ASTM D 448). AGGREGATE SHALL BE TRIPLED WASHED
PRIOR TO MIX.
5. AIR ENTRAINING AGENT: SHALL COMPLY WITH ASTM C 260.
6. ADMIXTURES: TYPE A, B & D SHALL COMPLY WITH ASTM D 494.
7. SUBGRADE: SUBGRADE SHALL BE COMPACTED TO 92% MAXIMUM DRY DENSITY (AASHTO T 180).
8. MIXING: CONCRETE SHALL BE MIXED AT THE SPEED SPECIFIED BY THE MANUFACTURER FOR 75 TO 100 REVOLUTIONS.
9. PLACEMENT: CONCRETE SHALL BE PLACED WITHIN 1 HOUR OF MIXING UNLESS OTHERWISE APPROVED. UPON DISCHARGE,
CONCRETE SHALL BE INSPECTED. CEMENT SHALL CONTAIN A WET METALLIC SHEEN. DISCHARGE SHALL BE PLACED AS CLOSE
TO FINAL POSITION AS POSSIBLE. CONCRETE SHALL NOT BE PULLED OR SHOVELED INTO FINAL PLACEMENT. CONCRETE
SHALL BE PLACED WITHIN FORMS AND COMPACTED WITH A ROLLER APPLYING AT LEAST 10 PSI PRESSURE.
10. CURING: PAVEMENT SHALL BE COVERED WITH A MIN. 6 MIL THICK POLYETHYLENE SHEET WITHIN 20 MINUTES OF PLACEMENT.
11. JOINTING: SHALL BE INSTALLED AT 40 INTERVALS AT A DEPTH OF % THE PAVEMENT THICKNESS. CONTROL JOINT SHALL
ALIGN WITH SUBBASE BENCHES. TRANSVERSE JOINTS SHALL BE PLACED WHENEVER OPERATIONS ARE SUSPENDED FOR A
PERIOD OF TIME WHERE CONCRETE BEGINS TO HARDEN. BONDING AGENTS SHALL BE SPRAYED UPON THE JOINT. EXPANSION
JOINTS SHALL BE PLACED WHERE PERVIOUS CONCRETE BORDERS OTHER STRUCTURES OR SLABS, INCLUDING CONCRETE
SIDEWALKS.
12. PHASING: POROUS CONCRETE SHALL NOT BE PLACED UNTIL ANY POTENTIAL SOURCE OF SEDIMENT OR OTHER CONTAMINATION
IS STABILIZED AND NO LONGER POSES A THREAT TO THE POROUS CONCRETE.
2x6 PT RESTRAINT, WOOD EDGE RESTRAINT SHALL BE PRESSURE
TREATED AND DRILLED WITH %" DIA. HOLES SPACED AT 3'-0" ON
CENTER. 48" LENGTHS OF #3 REBAR STAKES SHALL BE PLACED
THRU THE DRILLED HOLES AND EMBEDDED IN THE SOIL BELOW
AND CUT FLUSH TO THE TOP OF RESTRAINT.
6'Lx5"Tx6"W PRECAST WHEEL STOP
�- (2) 24" #5 REBAR PINS
5"
a 6" POROUS CONCRETE ® 28 DAY PCCP
OR POROUS PAVERS AS APPROVED BY
THE ENGINEER
-SIZE STONE BASE 6" WASHED 57
�^ MATERIAL; IF POROUS, COMPACTED
TO AT LEAST 100% SP
/\//\//\// /\//\//\//\//\//\//\//\//\//� SUBGRADE -STABLE AND APPROVED
\�\\�\\j\ BY GEOTECHNICAL ENGINEER;
COMPACTED TO AT LEAST 100% SP
SUBGRADE IIIIIBELOW 6", 95% COMPACTION
STANDARD PROCTOR
(FILL TO BE PLACED IN 8" LIFTS)
(UNLESS OTHERWISE SPECIFIED)
FORM CURB SECTIONS Y2" PREFORMED JOINT FILLER
WITH STD. CURB FORMS 1 /4"/ FF.
(SEE NOTE 7)
VARIES (6" TYP.) A e >
0" AT HC ACCESS
PAVEMENT
(SEE°DETAIL)a
i
6"
6x6 No. 10/10 WWM
COMPACT EXISTING
SUBGRADE TO 95%
STANDARD PROCTOR
DENSITY
5"
NOTES:
1. ALL CONCRETE SHALL BE 4,000 PSI, 5" THICK, UNLESS NOTED OTHERWISE. DRIVE APRONS AND PATHWAY A- = ;`E_NAYS SH-__
BE 6" THICK CONCRETE SHALL BE PREPARED IN ACCORDANCE WITH ACI 21 1.1, ACi 301 AND ASTM C94.
2. CONTROL JOINTS SHALL BE PLACED PERPENDICULAR TO THE EDGE OF PAVEMENT AT 5' SPACING. CONTROL ,-c SHALL B=
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' INTERVALS. EXPANSION JOINT MATERIAL SHALL BE Y2" TH CK AND CONFORN
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.
14"
VICINITY MAP
NTS
kW LMA7M BASIN
NTS
5" 3,500 PSI REINFORCED
CONCRETE
4
1�
NOTE: CONFIRM PAVEMENT THICKNESS WITH GEOTECHNICAL REPORT.
STAN®AM D&7.4 L"
NTS
1'-0"x1'-6"x.080" ALUMINUM HANDICAP
PARKING SIGN. SIGN TO READ
"RESERVED PARKING" WITH
IDENTIFICATION SYMBOL, BOLTED TO
STEEL TUBE WITH 3/8" CADMIUM
PLATED BOLTS, NUTS AND WASHERS.
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 N.C.G.S.)
2. NEW SPACES SHALL NOT USE GROUND -PAINTED
SYMBOLS.
3. 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.
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4000 PSI CONCRETE z0
4x4 WWF
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En
SUBGRADE (95%
STANDARD PROCTOR)
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VAN
dESERVE
PARKING
so
MAXIMUM
PENALTY rn
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RECEIVED
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NTS FEB 15 2017
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I. NARRATIVE:
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 0.54 ACRES OF THE SITE ARE TO BE DISTURBED. CONSTRUCTION
IS SCHEDULED TO BEGIN IN THE FALL OF 2017.
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
PHASOLN
• 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 NOTES"
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 EXISTING ENTRANCE AS THE
CONSTRUCTION ENTRANCE.
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. 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 CALENDAR
DAYS OF COMPLETION OF ANY PHASE OR GRADING, WHICHEVER 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 FROM A
PERMITTED BORROW PIT.
16. EXISTING TOPOGRAPHIC INFORMATION BASED ON THE SURVEY INFORMATION OBTAINED
BY ALBEMARLE AND ASSOCIATES, LTD ON 03/26/2003.
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. DEMOUMON 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.
8
T
NOTES:
1. 6' POST SPACING FOR
NON -WIRE REINFORCED
FENCE. 8' POST SPACING
PERMITTED IF FENCE
CONTAINS REINFORCING
WIRE.
p
2. 4' MINIMUM OVERLAP
�
�ix
c4
REQUIRED (ATTACHED AT
POSTS) WHEN JOINING
SECTIONS OF SILT FENCE.
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3. SILT FENCE SHALL BE
ATTACHED TO STEEL POSTS
USING A MINIMUM OF 3
WIRE OR PLASTIC TIES.
STEEL POST
COMPACTED FILL
WIRE REINFORCED SYNTHETIC
FIBRE JUTE MESH FILTER FABRIC
EXTENSION OF FILTER _\
FABRIC INTO THE TRENCH
DIRECTION OF FLOW - I
SLT FENCE DETAIL
NTS
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LE-5 �1 7l- 'ovoll
10 BE REMOVED
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Doom
TO BE REMOVED
Plx=s (rYP.) -
TO BE REMOVED
PIER SECTION MOTES:
1. IN CASE OF A DISCREPANCY IN DIMENSIONS OR DETAILS, BETWEEN MANUFACTURER
AND STRUCTURAL DRAWINGS NOT AFFECTING STRENGTH, THE MANUFACTURERS PLANS
SHALL GOVERN. FOR DIMENSIONS AND DETAILS NOT SHOWN, SEE MANUFACTURERS
PLANS.
2. WHERE A DETAIL IS SHOWN ON STRUCTURAL DRAWINGS FOR ONE CONDITION, IT SHALL
APPLY TO ALL SIMILAR OR LIKE CONDITIONS, UNLESS NOTED OR SHOWN OTHERWISE
ON PLANS.
3. ALL ITEMS SHALL BE TIGHTLY ANCHORED OR ATTACHED SQUARE, PLUMB AND TRUE,
OR IN OTHER PLANES AND SHAPES AS SHOWN ON THE DRAWINGS. JOINTS SHALL BE
TIGHT, EVEN, AND FREE OF OFFSETS. NO FIELD ALTERING OF ANY MEMBERS WILL BE
ALLOWED THAT WILL CAUSE THEM NOT TO BE IN ACCORDANCE WTIH THE DRAWINGS
AND SPECIFICATIONS, WITHOUT WRITTEN APPROVAL OF THE PROJECT ENGINEER.
4. THE DIMENSIONS SHOWN WITH A SUFFIX " " ARE APPROXIMATE AND SHALL BE
VERIFIED BY THE CONTRACTOR BEFORE FABRICATION.
5. IF THE CONTRACTOR FINDS A DIFFERENCE BETWEEN THESE DRAWINGS AND EXISTING
ELEVATIONS, OR OTHER CONDITIONS WHICH PROHIBIT EXECUTION OF THE WORK AS
DIRECTED IN THESE DRAWINGS, CONTRACTOR SHALL. NOTIFY ENGINEER IMMEDIATELY.
6. LUMBER SHALL BE RATED (AWPA STANDARDS) AS FOLLOWS:
PILINGS:
SET OUTSIDE OF TIDE ZONES: UC-4C
SET IN SALT OR BRACKISH WATER AND TIDE ZONES: UC-5B
GIRDERS:
WITHIN SPLASH PRONE AREAS IN SALT OR BRACKISH WATER INSIDE TIDE ZONES:
UC-5B
OTHER: UC-4B
STRI N GERS/JOISTS/TIES:
GROUND CONTACT OR SPLASH ZONE: UC-413
OTHER: UC-313
DECKING AND HANDRAILS:
GROUND CONTACT OR SPLASH ZONE: UC-4B
OTHER: UC-3B
7. ALL BOLTS TO BE HOT DIP GALVANIZED, ALL FASTENING TO BE STAINLESS STEEL OR
TREATED FOR EXTERIOR EXPOSURE AND USE.
lifill lip MEMO
%" HDG DOME HEAD
BOLTS W/ 3" OGEE WASHERS
SCAB OR LAP SPLICE
STRINGERS 2' OVERLAP
WITH (2) %" GALVANIZED
BOLTS & 3" OGEE WASHERS
�X�D MOTES:
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-56 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-5B.
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
BACKFI LLI NG.
M
6'-0"
LANDING
NOT FOR
CONSTRUCTION`
GRAPHIC SCALE
0 10 20 40
(IN FEET)
1 INCH = 20 FT.
2x6 DECKING FASTENED
WITH 12d (3 Y4") NAILS
(3 AT EACH STRINGER)
8"0 TIP PILES ® 10' O.C.
2x8 ® 12" O.C.
2-2x10 BOLTED
TO 8"0 PILING
2"x4" WOOD TIES WITH (6)
#12 NAILS (TYPICAL @
INTERIOR STRINGERS)
_ PER SECTION
NTS
E:r
REGIONAL VlC/N/T Y MAP
N.T.S.
SEEDING SCHEDULE
APM 1- MAY 15 PMtAP M 8EMNO
SPECIES RATE
K-31 FESCUE 3 LB/1000 SF
COMMON BERMUDAGRASS 1 LB/1000 SF
WINTER RYE GRAIN 3 LB/1000 SF
YAY 15 - JMLY 1t PEFWJe T 8EED10
SPECIES
RATE
K-31 FESCUE
3
LB/1000
SF
COMMON BERMUDAGRASS
1
LB/1000
SF
GERMAN MILLET
3
LB/1000
SF
Al GLUT 15 - APFA_ t TBrPORARY SEEDM
SPECIES
RATE
K-31 FESCUE
3
LB/1000
SF
WINTER RYE GRAIN
5
LB/1000
SF
80L
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 500
LB PER ACRE OF 10-10-10 FERTILIZER.
L#A-CH
USE JUTE, EXCELSIOR MATTING OR OTHER EFFECTIVE CHANNEL LINING
MATERIAL TO COVER BOTTOM AND SIDES OF SWALES. ANCHOR MATTING
PER MANUFACTURERS RECOMMENDATIONS. HYDROSEEDING IS ALSO AN
ACCEPTABLE METHOD OF TEMPORARY STABILIZATION
LiANTENANCE
A MINIMUM OF 3 WEEKS IS REQUIRED TO FOR ESTABLISHMENT. INSPECT
AND REPAIR MULCH FREQUENTLY. FERTILIZE THE FOLLOWING SPRING WITH
50 LB/ ACRE NITROGEN.
FINISHED GRADE
ESTABLISH VEGETATIVE
COVER FOR STABILIZATION
DEADMAN 8' MIN.
BELOW GRADE
(SEE NOTES)
15' %"0 HDG TIE -BACK
ROD @ 5'-4" O.C.
(BEND AS REQUIRED)
NICOLON FILTER
CLOTH
EXISTING BULKHEAD
DBL 1 "x8" SHEET PILES
JOINTS STAGGERED
8"0 PILES ® 5' O.C.
(SEE NOTES)
10" MITER FOR
WATER RUNOFF
2.0'
f r (2) 6"x6" WALERS
6"
2'-0" 4'-0"
1*06*19L[eZe7 k1fil010
5/8" 0 HDG
THRU-BOLT, NUT &
12' MIN LOCK WASHERS (TYP.)
PENETRATION
EUL HEAD DETAIL
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WESTELEVATION GLAZING = 1 2% FACADE
3/ 1 G" = 1 '-0"
SOUTH ELEVATION
DESIGN POINTS TABULATION
DESIGN ELEMENT*
FO
*Meeting the specifications as and cated in the Town of Nags Head Residenliai Design Alanual
RMULAjNO. ©FPOINTS POSSIBLE
POINTS
Porches
First Floor Porches - pl/bl x 150 = � 23
pl =perimeter of first floor with porch (2G')
bl =perimeter of first floor (I 7 21)
Second Floor Porches - p2/62 x 75 = 5
p2 = perimeter of second floor with porch (I 3')
b2 =perimeter of second floor
Hip Or Gable - n X 5 = 20
Dormers
(25 points max.)
Shed - n(10) f L =
n = no, of dormers
L = linear ft. past 12'
, Coastal Watch Tower
10
� (.t 0 points max, )
Roofs
25
25
Building Form
Bump Outs - fx10 =
20
(40 points max.)
f = facade with required bump outs
�
Combination Base Form = 40
Siding Materials
Wood Shingles = 25
Simulated Wood Shingles = 12
12
Mist, Details
Windows = 20
Workable Shutters = 15
Exposed Rafter Tails = 5
Beauty Bands = 5
5
Column Trim = 5
5
Gable Bracket = S
5
Built In Railing Benches = 5
5
Parking
Number
TOTAL POINTS: 125
(i 25 POINTS REQ'D)
RECCEEIVED
FEB 1
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PRELIMINARY
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-ILE 1106
DATE. IOJAN 12
SHEET
2012 ALL RIGf1T5 RESERVED

BUMP OUT (TYP. OF 4)
An�MIVIII���NN�I
EASTELEVATION GLAZING = 1 2% FACADE
3/ 1 G" = i-O"
0
NORTHELEVATION GLAZING = 1 5% FACADE
3/ 1 G" = 1 '-0"
SECOND FLOOR APARTMENT DIAGRAM
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FEB 5 2017
PRELIMINARY
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FILE 1106
DATE 10JAN 12
SHEET
3/ 1 G" = 1 '-0"
3/ 1 G" = 1 '-0"
© 2012 ALL RIGhT5 RESERVED'
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