Attachment 0003 - 2020_1130_-_CAHA_239718_-_Stamped_Drawings.pdf
PDF 10 MB Posted
- Attached to
- UPGRADE FRISCO BEACH ACCESS Federal contract opportunity
- Solicitation number
- 140P5521R0006
About this file
This document provides details for a federal contract solicitation to upgrade Frisco Beach access. The solicitation number is 140P5521R0006 issued by the Department of the Interior National Park Service Southeast Region. The opportunity is to upgrade Frisco Beach access in accordance with the statement of work, specifications, drawings and Davis-Bacon wage determination NC20210065 dated January 1, 2021. The contract requires upgrading beach access infrastructure and complying with prevailing wage standards for work performed.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Sol_140P5521R0006_Amd_0002.pdf | ||
| Sol_140P5521R0006_Amd_0001.pdf | ||
| Attachment 0004 - Wage Determination NC20210065.pdf | ||
| Pre-Proposal Meeting Site Map.png | PNG image | |
| Attachment 0005 - Schedule of Values.pdf | ||
| Attachment 0002 - 2020_1130_-_CAHA_239718_-_Specifications.pdf | ||
| Attachment 0001 - Rev_1_Scope_of_Work_Upgrade_Frisco_Beach_Access.Final.pdf | ||
| Sol_140P5521R0006.pdf |
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Text version
20 0 2074
NEW
BERN
KINSTON
GOLDSBORO
WILSON
GREENVILLE
NORTH
CAROLINA
VIRGINIA
MOUNT
ROCKY
HARBOR
MANNS
SEASHORE
NATIONAL
HATTERAS
CAPE
VILLAGE
V.C.
OCRACOKE
HATTERAS
V.C.
ISLAND
V.C.
ISLAND
JUNCTION
WHALEBONE
BODIE
CONSTRUCTION DOCUMENTS
A/E FIRM
PRIME/ARCH:
LIOLLIO ARCHITECTURE
CHARLESTON, SC
GEOTECH:
S&ME
STRUCTURAL:
JGT & ASSOCIATES, INC.
MarkSheet REVISION Date Initial QUALITY DESIGN CERTIFICATION
Prepared in Accordance with Design
Variance from Design Development (Title I)
OR
OR
Development (Title I) ____________
Approved by Superintendent on ____________
Construction Drawing Not Preceded by Design Development (Title I)
Drawing No.
Date
Project Manager Date
UNITED STATES
DEPARTMENT OF THE INTERIOR
NATIONAL PARK SERVICE
SOUTHEAST REGIONAL OFFICE REGION COUNTY STATE
SOUTHEAST DARE NORTH CAROLINA
FRISCO BEACH ACCESS
TITLE OF PROJECT
BASIC DATA: 178-141274
SHEET
PMIS/PKG NO.
DRAWING NO.
NORTH CAROLINA
FRISCO
OF
CAPE HATTERAS NATIONAL
SEASHORE
CAPE HATTERAS NATIONAL SEASHORE
NAME OF PARK
LOCATION WITHIN PARK
239718 B
603-165,554
CIVIL/LANDSCAPE:
STANTEC
MECHANICAL, ELECTRICAL, PLUMBING:
DWG CONSULTING ENGINEERS
11/30/2020100% CONSTRUCTION DOCUMENTS
Frisco Day Use
Frisco Day Use
DRAWING INDEX
13 A1 FLOOR PLAN
14 A2 REFLECTED CEILING PLAN
15 A3 ENLARGED PLAN
16 A4 INTERIOR ELEVATIONS
17 A5 BUILDING ELEVATIONS
18 A6 DETAILS
19 A7 RAMP DETAILS
20 A8 DOOR SCHEDULE & DETAILS
ARCHITECTURAL
1 G1 COVER SHEET
GENERAL
MECHANICAL
35 M1 MECHANICAL NOTES & LEGENDS
36 M2 MECHANICAL SCHEDULES & DETAILS
37 M3 MECHANICAL DEMOLITION PLAN
38 M4 MECHANICAL RENOVATION PLAN
39 E1 ELECTRICAL NOTES
40 E2 ELECTRICAL LEGENDS & SCHEDULES
41 E3 ELECTRICAL ONE-LINE DIAGRAM & DETAILS
42 E4 ELECTRICAL SITE PLAN
43 E5 DEMO PLAN
44 E6 POWER & TELECOM. PLAN
45 E7 LIGHTING PLAN
ELECTRICAL
STRUCTURAL
21 S1 DECK DEMOLITION PLAN
22 S2 LAYOUT PLAN & CONSTRUCTION NOTES
23 S3 DECKING PILE BENT LAYOUT PLAN
24 S4 DECKING TIMBER BEAM/EDGING LAYOUT PLAN
25 S5 DECKING CONCRETE DECK PANEL LAYOUT PLAN
26 S6 DECKING ELEVATIONS AND SECTIONS
27 S7 DECKING ELEVATIONS AND SECTIONS
28 S8 DECKING SECTIONS AND DETAILS
29 S9 DECKING DETAILS
PLUMBING
30 P1 PLUMBING NOTES & LEGENDS
31 P2 PLUMBING SCHEDULES & DETAILS
32 P3 PLUMBING DEMOLITION PLAN
33 P4 DOMESTIC WATER RENOVATION PLAN
34 P5 SANITARY & VENT RENOVATION PLAN
CIVIL
2 C0 CIVIL ABBREVIATIONS, LEGENDS AND NOTES
3 C1 EXISTING CONDITIONS PLAN
4 C2 DEMOLITION PLAN
5 C3 EROSION CONTROL PLAN
6 C4 SCHEMATIC SITE PLAN
7 C5 CONSTRUCTION DETAILS
8 C6 GRADING PLAN
9 D1 DEMOLITION PLAN
10 D2 DEMOLITION REFLECTED CEILING PLAN
11 D3 DEMOLITION INTERIOR ELEVATIONS
12 D4 DEMOLITION ELEVATIONS
ARCHITECTURAL DEMOLITION
F
WATER SURFACE ELEVATION
NORTH CAROLINA DEPARTMENT
OF ENVIRONMENTAL QUALITY
I
WATER METER
MANUAL ON UNIFORM
TRAFFIC CONTROL
DEVICES
NORTH CAROLINA DEPARTMENT
OF TRANSPORTATION
CIVIL ABBREVIATIONS
L
A
A.D.
ALT.
ALUM.
AMP., A.
A.O.
APPROX.
ARCH.
A.T.F.P.
A.W.G.
A.W.W.A. AMERICAN WATER WORKS
ASSOCIATION
AMERICAN WIRE GAGE
ANTI-TERRORISM FORCE
PROTECTION
ARCHITECTURAL
APPROXIMATELY
ACCESS OPENING
AMPERES
ALUMINUM
ALTERNATE
AREA DRAIN
BLDG.
BM.
BOC
BOL/BL
CAP.
C.B.
CEM.
CHLK
C.F.M.
CIRC.
C.J.
CK'D
CKT.
C.M.U.
C.O.
COL.
CONC./CC
COND.
CONN.
CONST.
CONT.
C. TO C.
C.Y. CUBIC YARD
CENTER TO CENTER
CONTRACTING OFFICERS
REPRESENTATIVE
CONTINUOUS
CONSTRUCTION
CONNECTION
CONDENSATE
CONCRETE
COLUMN
CLEAN OUT
CONCRETE MASONRY UNIT
CENTER LINE
CIRCUIT
CHECKERED
CONTRACTION JOINT
CIRCULATING
CUBIC FEET/MINUTE
CHAIN LINK FENCE
CEMENT
CATCH BASIN
CAPACITY
BOLLARD
BACK OF CURB
BENCH MARK
BUILDING
C
COR
D
DET.
DI
DIA.
DIFF.
DIM.
D.I.P.
DISC.
D.J.
DN.
DR.
D.S.
E
DETAIL
DROP INLET
DIAMETER
DIFFUSER
DIMENSION
DUCTILE IRON PIPE
DISCONNECT
DUMMY JOINT
DOWN
DRAIN
DOWN SPOUT
EA.
E.F.
EL.
ELEC.
EQUIP.
EXH.
E.J.
EXT.
EX. / EXIST.
EACH
EXHAUST FAN
ELEVATION
ELECTRIC
EQUIPMENT
EXHAUST
EXPANSION JOINT
EXTERIOR
FC
F.D.
F.D.C.
F.E.S.
FIN.
FL.
FT.
FTG. FOOTING
FOOT, FEET
FLOOR
FINISH
FLARED END SECTION
FIRE DEPARTMENT CONNECTION
FLOOR DRAIN
FACE OF CURB
GA.
GAL.
GALV.
G.F.E.
GND.
GOV'T
G.P.H.
G.P.M.
GV GATE VALVE
GALLONS/MINUTE
GALLONS/HOUR
GOVERNMENT
GROUND
GALVANIZED
GALLON
GAGE
GOVERNMENT FURNISHED
EQUIPMENT
H
HC
HCP
HCR
HDW/HW
HP
HSS
HT
HYD HYDRANT
HEIGHT
HIGH STRENGTH STEEL
HIGH POINT
HEADWALL
HANDICAP RAMP
HANDICAP PARKING
HANDICAP
ID.
INTX.
INV.
ISL
ITL. INDEPENDENT TESTING
LABORATORY
ISLAND
INVERT
INTERSECTION
INSIDE DIAMETER
J
J.B.
JCT.
JT.
JUNCTION BOX
JUNCTION
JOINT
K
KVA
KW KILOWATT
KILOVOLT AMPERE
LGT
LP
LF LINEAR FEET
LIGHT POLE
LIGHT
L
M
MAX
MED
MH
MIN
MJ
MON
MTL
MW
M.U.T.C.D
N
NCDEQ
NC DOT
NIC
N/A
N.T.S.
O
O.C.
O.D.
OH
OHE
ONUS.
OVH
MAXIMUM
MEDIAN
MANHOLE
MINIMUM
MECHANICAL JOINT
MONUMENT
METAL
MONITOR WELL
NOT IN CONTRACT
NOT APPLICABLE
NOT TO SCALE
ON CENTER
OUTSIDE DIAMETER
OVERHEAD
OVERHEAD ELECTRIC
OLD NORTH UTILITY SERVICE
OVERHANG
P
P/A
PC
PER.
PI
PLT
PSF
PARKING AREA
POINT OF CURVATURE
PERIMETER
POINT OF INTERSECTION
PLATE
POUNDS PER SQUARE FOOT
POUNDS/SQUARE FOOT
POUNDS/SQUARE INCH
POINT
POLYVINYL CHLORIDE PIPE
PVC
PT
PSI
PSF
R
R / RAD.
RCP
REINF.
REQ.
REV
RWM
RT
R.P.Z. REDUCED PRESSURE ZONE
RIGHT
RIGHT OF WAY
MONUMENT
REVISED
REQUIRED
REINFORCING
REINFORCED CONCRETE PIPE
RADIUS
S
SAN
SCH
SET
SF
SHT
SIA
SOTF
SP
SQ. FT.
SS
STA.
STD.
STM
STL
SUS.
S/W
SWM. STORMWATER
MANAGEMENT
SIDEWALK
SANDHILLS UTILITY SERVICE
STEEL
STORM
STANDARD
STATION
SANITARY SEWER
SQUARE FEET
SIGNAL POLE
SECURITY OPERATIONS
TRAINING FACILITY
SIAMESE CONNECTION
SHEET
SQUARE FEET
SETBACK
SCHEDULE
SANITARY SEWER
T
T
TBM
TERR
TEL TELEPHONE
TERRA COTTA PIPE
TEMPORARY BENCHMARK
TANGENT
U
U/C
U/G
UNO UNLESS NOTED OTHERWISE
UNDERGROUND
UNDER CONSTRUCTION
WATER LINE
W
WL
WM
WSEL
WV
WTR
WWF WIRE WELD FABRIC
WATER
WATER VALVE
ABC AGGREGATE BASE COURSE
ABS AIR BREAK SWITCH
A.C. ASBESTOS CEMENT
ASPH. ASPHALT
A/C AIR CONDITIONING
A.F.F. ABOVE FINISHED FLOOR
B
BRG. BEARING
C
C&G CURB AND GUTTER
CATV CABLE TELEVISION
CBL CABLE
C.F.S. CUBIC FEET/SECOND
C.I. CURB INLET
C.I.P. CAST IRON PIPE
C.M. CONCRETE MONUMENT
C.M.P. CORRUGATED METAL PIPE
DWG.(S) DRAWING(S)
DW DOMESTIC WATER
EXISTING
EG. EXISTING GRADE
E.I.P. EXISTING IRON PIPE
E.J. EXPANSION JOINT
E.M. ELECTRIC METER
EOP EDGE OF PAVEMENT
EVC END VERTICAL CURVE
EVCE END VERTICAL CURVE
ELEVATION
EVCS END VERTICAL CURVE
STATION
F.F.E./FF FINISHED FLOOR ELEVATION
FG FINISHED GRADE
FH FIRE HYDRANT
FM
FORCE MAIN
FOC
FACE OF CURB
G
GC GENERAL CONTRACTOR
GL GAS LINE
GM GAS METER
GW GUY WIRE
K K VALVE
L LENGTH
LT LEFT
NAD 27 NORTH AMERICAN DATUM 1927
NAD 83 NORTH AMERICAN DATUM 1983
NORTH BOUND LINENBL
NORMAL CROWNNC
NEMA NATIONAL ELECTRICAL
MANUFACTURES ASSOCIATION
NIP NEW IRON PIPE
PCC POINT OF COMPOUND CURVATURE
PED PEDESTAL
PGL PROPOSED GRADE LINE
PINC POINT OF INTERSECTION ON CURVE
PIV POST INDICATOR VALVE
PIV ELEV POINT OF VERTICAL
INTERSECTION ELEVATION
PIV STA POINT OF VERTICAL
INTERSECTION STATION
R/W RIGHT OF WAY
SB SOIL BORING
SIG SIGNAL
SPECS SPECIFICATIONS
SR STATE ROAD
TOE
TOP
TOW TOP OF WALL
TOP OF SLOPE
TOE OF SLOPE
TOB TOP OF BANK
T/C TOP OF CURB
TW TOP OF WALL
TP TELEPHONE POLE
TRANS TRANSFORMER
V
VC
VCP VITRIFIED CLAY PIPE
VERTICAL CURVE
UP UTILITY POLE
TYP. TYPICAL
BW BOTTOM OF WALL
BFP BACKFLOW PREVENTER
H&V HORIZONTAL AND VERTICAL
PAVEMENT
PVMT
LP LOW POINT
HORIZ HORIZONTAL
VERT VERTICAL
EMBED EMBEDMENT
VICINITY MAP
NOT TO SCALE
N O
R T
H
PROJECT SITE
PP POWER POLE
AutoCAD SHX Text
AutoCAD SHX Text C0
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DATE:
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SUB SHEET NO.
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DRAWING NO.
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SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
TITLE OF SHEET
AutoCAD SHX Text
FRISCO DAY SUBSTATION
AutoCAD SHX Text
AutoCAD SHX Text 165,554
AutoCAD SHX Text
AutoCAD SHX Text 11/30/2020
AutoCAD SHX Text
CAPE HATTERAS NATIONAL SEASHORE
AutoCAD SHX Text
FRISCO DAY USE
AutoCAD SHX Text 239718 B
AutoCAD SHX Text
CAA
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JH
AutoCAD SHX Text
CIVIL ABBREVIATIONS, LEGENDS AND NOTES
10000
10504
10505
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W
W W
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W W
W
W
W
W W
W W W W W
W
W
W
W
W
W W
W W
W
W
W
W
W
W
W
W
C
B
X
C
H
H
E
5'
15'
10'
20'
15'
25'
30' 30'
25'
20'
15'
10'
5'
3'
6' 6'
6'
6'
5' 5'
5'5'
5'5'5'5'
10'
15'
20'
25'
30'
20'
15'
10'
13'
13'
12'
20'20
10'
15'
15'
15'
10'
7'
6'
5'
16'
33'
32'
24'
18'
21' 13'
13'
30' 29 '29' 29'
10'
10'
13'
14'
10'
15'
20'
22'
26'
25'
26'
26'
15'
10'
9'
5'
10'
5'
9'
5'
6'
10'
15'
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10'
15'
20'
25'
28'
25'
20'
15'
10'
5'
5'
8' 8'
10'
15'
20' 22'
15'
'21'
10'
9'
6'
6'
7'
12'
11'
10'
10'
11'
2'
5'
25'
7'
13'
23' 27'
25'
10'
6.4' X
9.7' X
11.6' X
11.2' X
9.0' X
7.6' X 6.8'
X
8.3' X
12.6' X
13.8' X
15.3' X
15.8' X
10.5' X
6.3' X
3.6' X
4.5' X
4.5' X
4.5' X
4.4' X 4.4'
X
4.4' X 4.7'
X 5.6'
X 5.8' X
3.2' X
3.0' X
3.1' X
3.5' X
3.4' X
SIGN
BIKE
RACK
SEPTIC
FIELD
SEPTIC
TANK
A
C
C
E
S
D
R
I
V
E
W
A
L
K
P
A
T
H
EOI
EOI
EOI
EOI
SIGN
PARKING STOPS
PARKING
STOPS
PARKING
STOPS
ASPHALT
ASPHALT
NC HWY 12
1 STORY WD
BUILDING
WD RAMP
WD WALKWAY
WD RAILING
BENCH
DRAIN
GRATE
SPIGOT
SPIGOT
MTL WIRE
GATE
WATER
FOUNTAIN
STEPS
STOP
SIGN
STOP
SIGN
SIGN
PP
PP
WD BOLLARDS
DUMPSTER
UNDERGROUND WATER LINE
UNDERGROUND ELECTRIC LINE
UNDERGROUND UNKNOWN UTILITY LINE
CONTOUR LINE
BOLLARD
CONTROL POINT
GUY WIRE
WATER VALVE
SIGN
POWER POLE
POST
ELECTRIC METER
CABLE BOX
CABLE HANDHOLE
CONCRETE MONUMENT
SPOT ELEVATION
WOOD
METAL
EXISTING IRON PIPE
END OF INFORMATION
LEGEND
WD
MTL
EIP
EOI
W
E
9.7'
CBX
CHH
AutoCAD SHX Text 9'
AutoCAD SHX Text I, BRUCE D. BEAVERS, CERTIFY THAT THIS PROJECT WAS COMPLETED UNDER MY DIRECT AND RESPONSIBLE CHARGE FROM AN ACTUAL FIELD SURVEY MADE UNDER MY SUPERVISION; THAT THIS GROUND SURVEY WAS PERFORMED AT THE 95% PERCENT CONFIDENCE LEVEL TO MEET FEDERAL GEOGRAPHIC DATA COMMITTEE STANDARDS; THAT THIS SURVEY WAS PERFORMED TO MEET THE REQUIREMENTS FOR A TOPOGRAPHIC/PLANIMETRIC SURVEY TO THE ACCURACY OF CLASS AA, AND THAT THE FIELD DATA WAS COMPLETED ON NOVEMBER 22, 2019; THAT THE SURVEY MAPPING WAS COMPLETED ON NOVEMBER 26, 2019; AND ALL COORDINATES ARE BASED ON NC GRID 'NAD 83'/2011 AND ALL ELEVATIONS ARE BASED ON NAVD 88. BRUCE D. BEAVERS PLS L-3451
AutoCAD SHX Text NOTES: 1. THE PURPOSE OF THIS MAP IS TO SHOW TOPOGRAPHIC FEATURES AND THE PURPOSE OF THIS MAP IS TO SHOW TOPOGRAPHIC FEATURES AND INFORMATION ONLY AND IS NOT TO BE USED FOR BOUNDARY OR PROPERTY INFORMATION ONLY AND IS NOT TO BE USED FOR BOUNDARY OR PROPERTY OWNERSHIP INFORMATION. OWNERSHIP INFORMATION. 2. THIS DRAWING REPRESENTS THE EXISTING CONDITIONS AS OF NOVEMBER 22, 2019. THIS DRAWING REPRESENTS THE EXISTING CONDITIONS AS OF NOVEMBER 22, 2019. 3. SURVEYED BY: STANTEC CONSULTING SERVICES INC. SURVEYED BY: STANTEC CONSULTING SERVICES INC. 4. SURVEY DATE: NOVEMBER 26, 2019 SURVEY DATE: NOVEMBER 26, 2019 5. HORIZONTAL DATUM: NAD83/2011 NC STATE PLANE US SURVEY FEET. HORIZONTAL DATUM: NAD83/2011 NC STATE PLANE US SURVEY FEET. 6. VERTICAL DATUM: NAVD 88, GEOID 12A. VERTICAL DATUM: NAVD 88, GEOID 12A. 7. UNDERGROUND UTILITY FOUND TO THE EAST OF THE BUILDING BUT WAS NOT ABLE UNDERGROUND UTILITY FOUND TO THE EAST OF THE BUILDING BUT WAS NOT ABLE TO BE IDENTIFIED. FIELD LOCATED UNTIL THE LOSS OF SIGNAL, NOTED EOI, FOR END OF INFORMATION.
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PRELIMINARY
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DATE:
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DESIGNED:
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SUB SHEET NO.
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DRAWING NO.
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OF
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TITLE OF SHEET
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FRISCO DAY SUBSTATION
AutoCAD SHX Text
AutoCAD SHX Text 165,554
AutoCAD SHX Text
AutoCAD SHX Text 11/30/2020
AutoCAD SHX Text
CAPE HATTERAS NATIONAL SEASHORE
AutoCAD SHX Text
FRISCO DAY USE
AutoCAD SHX Text 239718 B
AutoCAD SHX Text
NORTH
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AutoCAD SHX Text 30'
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AutoCAD SHX Text C1
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CAA
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JH
EXISTING CONDITIONS PLAN
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SIGN
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SEPTIC
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SEPTIC
TANK
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A
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EOI
EOI
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SIGN
PARKING STOPS
PARKING
STOPS
PARKING
STOPS
ASPHALT
ASPHALT
NC HWY 12
1 STORY WD
BUILDING
WD RAMP
WD WALKWAY
WD RAILING
BENCH
DRAIN
GRATE
SPIGOT
SPIGOT
MTL WIRE
GATE
WATER
FOUNTAIN
STEPS
STOP
SIGN
STOP
SIGN
SIGN
PP
PP
WD BOLLARDS
DUMPSTER
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DATE:
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DESIGNED:
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TECH. REVIEW:
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SUB SHEET NO.
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PMIS/PKG NO.
AutoCAD SHX Text
DRAWING NO.
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SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
TITLE OF SHEET
AutoCAD SHX Text
FRISCO DAY SUBSTATION
AutoCAD SHX Text
AutoCAD SHX Text 165,554
AutoCAD SHX Text
AutoCAD SHX Text 11/30/2020
AutoCAD SHX Text
CAPE HATTERAS NATIONAL SEASHORE
AutoCAD SHX Text
FRISCO DAY USE
AutoCAD SHX Text 239718 B
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NORTH
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AutoCAD SHX Text 30'
AutoCAD SHX Text 60'
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AI
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JH
AutoCAD SHX Text SEE ARCHITECT'S DRAWINGS FOR DEMOLITION ASSOCIATED WITH EXISTING DECKING, RAMP AND OTHER STRUCTURE ITEMS
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REMOVE AND RELOCATE INFO SIGN
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REMOVE AND RELOCATE BIKE RACK
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REMOVE AND RELOCATE SIGN
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REMOVAL OF POWER POLE AND BURIAL OF UTILITIES SEE MEP PLANS
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DEMOLITION PLAN
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REMOVE AND RELOCATE 4 WOODEN BOLLARDS, TYP.
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REMOVE AND RELOCATE 24 WOODEN BOLLARDS, TYP.
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REMOVE SAND WALK PATH
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EXCAVATION AREA
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RELOCATE DUMPSTER SEE SHEET C4
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RELOCATE WHEELSTOPS AT PARKING SPACE, TYP.
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SAWCUT ASPHALT FOR ADDITION OF NEW ASPHALT
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SAWCUT EXISTING ASPHALT FOR ADDITION OF NEW ASPHALT
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LIMITS OF CONSTRUCTION
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REMOVE AND RELOCATE GATE
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REMOVE AND RELOCATE INFO SIGN
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REMOVAL OF POWER POLE AND BURIAL OF UTILITIES SEE MEP PLANS
NOTES: 1. CONTRACTOR TO REMOVE AND STORE METAL GATE, WOODEN BOLLARDS, SIGNS AND BIKE RACK FOR RELOCATION AS SHOWN ON SCHEMATIC SITE PLAN (SHEET C4).
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CONSTRUCTION SEQUENCE
1. INSTALL SILT FENCE (SECTION 6.62)
2. MAINTAIN SILT FENCE AS NEEDED
3. INSTALL DUNE STABILIZATION (SECTION 6.16)
*REFER TO NCDEQ EROSION CONTROL MANUAL FOR SECTION
DESCRIPTIONS.
PROPOSED MAJOR CONTOUR
LIMITS OF DISTURBANCE
PROPOSED MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
(660)
PROPERTY LINE
LEGEND:
DUNE STABILIZATION - SEE DETAIL #8/C5
DS
PROPOSED SILT FENCE
EROSION CONTROL NOTES
1. TOTAL SITE DISTURBED AREA = ±0.91 ACRES.
2. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS & ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON THE PLAN. ALL GRADED SLOPES 4:1 OR GREATER MUST BE SEEDED WITHIN 15 WORKING DAYS OR 21 CALENDAR DAYS, WHICHEVER IS SHORTER. ALL REMAINING AREAS ARE TO BE SEEDED WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS WHICHEVER IS
SHORTER. REFER TO EROSION CONTROL ORDINANCE FOR ADDITIONAL REQUIREMENTS.
3. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10' REQUIRE ADEQUATE
TERRACING.
4. EROSION CONTROL MEASURES AS INDICATED SHALL REMAIN IN PLACE UNTIL SITE HAS BEEN PERMANENTLY STABILIZED. CONTRACTOR SHALL COORDINATE WITH INSPECTOR PRIOR TO REMOVAL OF
EACH BASIN.
5. ALL FILL SLOPES MUST BE STABILIZED IMMEDIATELY UPON COMPLETION OF GRADING. IF INSPECTION OF SLOPE INDICATES EROSION OR INSTABILITY, THE REQUIRED ACTION WILL INCLUDE INSTALLATION OF SUITABLE EROSION CONTROL MATTING IN ERODED OR UNSTABLE AREAS AND APPROPRIATE RESEEDING AT THE EROSION CONTROL INSPECTOR'S DISCRETION TO MAINTAIN SLOPE STABILITY AND ENCOURAGE
ESTABLISHMENT OF VEGETATION.
6. DUNE STABILIZATION PLANTING AS NEEDED. PLANT COUNTS FOR SUCH PLANTINGS SHALL BE DETERMINED BY THE SPACING GIVEN IN DETAIL #8 -SHEET C5. BROADCAST OVERLAY OF RYE GRASS FOR
ENTIRE FINAL GRADED AREA OF SITE.
7. RECEIVING WATER: PAMLICO SOUND
PROJECT DESCRIPTION
THE PURPOSE OF THE PROJECT IS TO EXPAND THE EXISTING PARKING AREA TO THE SOUTH AND PROVIDE 43 ADDITIONAL PARKING SPACES, 4 OF THESE BEING HANDICAP ACCESSIBLE, A NEW DROP-OFF AREA, AND
ASSOCIATED SIDEWALK MODIFICATIONS TO IMPROVE PEDESTRIAN CIRCULATION.
MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY
AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL BUT IN NO CASE
MORE THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO
MAINTAIN ALL PRACTICES AS DESIGNED.
2. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES
ABOUT 0.5 FT DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS
NECESSARY TO MAINTAIN A BARRIER.
4. ALL STABILIZATION AREAS WILL BE FERTILIZED, RESVEGETATED AS NECESSARY, AND
PLANTED ACCORDING TO SPECIFICATION IN THE VEGETATIVE PLAN TO MAINTAIN A
VIGOROUS, DENSE VEGETATIVE COVER.
DS
ALL DISTURBED AREAS
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SUB SHEET NO.
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DRAWING NO.
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SHEET
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TITLE OF SHEET
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FRISCO DAY SUBSTATION
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CAPE HATTERAS NATIONAL SEASHORE
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FRISCO DAY USE
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NORTH
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LAY DOWN/ STAGING AREA
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SILT FENCE PER NCDEQ SECTION 6.62
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EROSION CONTROL PLAN
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LIMIT OF DISTURBANCE
SILT FENCE PER NCDEQ SECTION 6.62
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5'5'
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12'
20'20
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10'
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16'
33'
32'
24'
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30' 29 '29' 29'
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'21'
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10'
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11'
2'
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23' 27'
25'
10'
SIGN
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SEPTIC
TANK
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NC HWY 12
STOP
SIGN
STOP
SIGN
SIGN
PP
WD BOLLARDS
UP
UP
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LIMITS OF CONSTRUCTION
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NEW CONCRETE SIDEWALK-DET.#3/C5
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NO PARKING AREA STRIPING, 4" WIDE WHITE THERMOPLASTIC PAINT
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RELOCATED BIKE RACK
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NEW ASPHALT PAVING, TYP.-DET.#1/C5
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NEW ASPHALT PAVING, TYP.-DET.#1/C5
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PARKING STRIPE, 4" WIDE WHITE THERMOPLASTIC PAINT - TYP
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PAVEMENT STRIPING, 4" WIDE WHITE THERMOPLASTIC PAINT
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RELOCATED METAL GATE
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RELOCATED ACCESS DRIVE ALIGNMENT
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RELOCATED BOLLARDS, TYP.
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RELOCATED EXISTING WHEELSTOPS PLACED AT EXISTING PARKING SPACES, TYP.
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(4) ACCESSIBLE PARKING SPACES-DET.#4/C5
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SPREAD EXCESS CUT MATERIAL WITHIN THIS AREA
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RELOCATED DUMPSTER AND NEW DUMPSTER PAD-DET.#2/C5
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RELOCATED INFO SIGN
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SEPTIC FIELD AND TANK TO REMAIN
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RELOCATED SIGN
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ACCESSIBLE PARKING SIGN-DET#6/C5
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HANDICAP SIGN-DET#5/C5
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NEW WHEEL STOPS -DET.#7/C5
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NEW WHEEL STOPS -DET.#7/C5
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DROP OFF AREA STRIPING, 4" WIDE WHITE THERMOPLASTIC PAINT
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NEW ASPHALT PAVING, TYP.-DET.#1/C5
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NEW ASPHALT PAVING, TYP.-DET#1/C5
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SEPTIC FIELD AND TANK TO REMAIN
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DATE:
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SUB SHEET NO.
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PMIS/PKG NO.
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DRAWING NO.
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SHEET
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OF
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TITLE OF SHEET
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FRISCO DAY SUBSTATION
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CAPE HATTERAS NATIONAL SEASHORE
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FRISCO DAY USE
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NORTH
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CAA
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SCHEMATIC SITE PLAN
HANDICAP PARKING
H.C. SIGN
10.00'
10.00' 10.00' 10.00'
STANDARD PARKING
9"
5"
1" CHAMFER
BOTH SIDES
(2) - #4 HORIZONTAL
REBAR- FULLY EMBEDDED
6' (AUTO PARKING SPOTS)
12" TYPICAL
3/4" DIAMETER HOLES FOR
1/2" DIAMETER X 24" LONG
ANCHOR RODS
PRECAST CONCRETE
12" MIN.
1'-6" (MIN.)
EQUAL
EDGE OF PAVEMENT
OR SIDEWALK
8' MAX.
NOTE: DUNE STABLIZATION PLANTINGS AS
NEEDED. PLANT COUNTS FOR SUCH PLANTINGS
SHALL BE DETERMINED BY THE SPACING GIVEN IN
THE ADJACENT CHART.
BACKGROUND
& TEXT ON BLUE
2 LB. STEEL CHANNEL
SIGN POST
WHITE EMBLEM
1'
SEE MUTCD R7-8
NOTE: PROVIDE ONE SIGN
PER ACCESSIBLE SPACE.
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SUB SHEET NO.
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PMIS/PKG NO.
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DRAWING NO.
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SHEET
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FRISCO DAY SUBSTATION
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CAPE HATTERAS NATIONAL SEASHORE
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FRISCO DAY USE
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CONSTRUCTION DETAILS
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ASPHALT PAVEMENT SECTION
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2" ASPHALT SURFACE
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COURSE (S 9.5B)
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6" AGGREGATE BASE
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COURSE (ABC) STONE
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6" CONCRETE
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4" AGGREGATE BASE
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COURSE (ABC) STONE
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6"X6" WWM
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TEMPORARY SILT FENCE
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APPROVED DATE
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FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDTH AND
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SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.
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WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN
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FOR A PERIOD OF MORE THAN 30 DAYS.
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STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE
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SELF-FASTENER ANGLE STEEL TYPE.
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ANCHOR SKIRT 6" MINIMUM
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%%UGENERAL NOTES:
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ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE
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(WITHIN 5 FT.) WHEN GRADING IS ADJACENT TO SWIM BUFFERS
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IN LIEU OF BURYING SKIRT, 6" OF
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#5 WASHED STONE MAY BE USED
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OVER TURNDOWN.
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FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY
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RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH
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RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL.
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SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
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OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE
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FABRIC SHALL BE REPLACED PROMPTLY.
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SEDIMENT DEPOSITS SHOULD BE REMOVED
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WHEN DEPOSITS REACH APPROX.
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HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN
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PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM
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TURN SILT FENCE UP SLOPE AT ENDS.
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TO THE EXISTING GRADE, PREPARED AND SEEDED.
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WIRE MESH SHALL BE MIN. 13 GAGE WITH MAXIMUM 12" OPENINGS.
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FABRIC
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FILL SLOPE
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20" FILTER
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ANCHOR SKIRT
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FILTER FABRIC
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STEEL POST
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30" MIN.
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ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
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6" MINIMUM
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WIRE FENCING
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WIRE AND WASHED STONE WILL BE REQUIRED AND NOTED ON PLANS WHEN:
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A. AT TOE OF SLOPES GREATER THAN 10 FEET VERTICAL (2:1 SLOPE)
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MAINTENANCE NOTES:
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20" FILTER
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FABRIC
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30" MIN.
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STEEL POST
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STD. NO.
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REV.
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#5 WASHED STONE
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(REFER TO SWIM BUFFER GUIDELINES).
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WIRE FENCING SHALL BE AT LEAST #10 GAGE WITH A MINIMUM OF
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6 LINE WIRES WITH 12" STAY SPACING.
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B. AT DENUDED LIMITS WHERE AN UNDISTURBED BUFFER IS 50 FEET
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OR LESS AWAY
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WOVEN FILTER FABRIC
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WIRE FENCING
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STEEL POST
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CONCRETE DUMPSTER PAD
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PARKING STALLS DETAIL
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CONCRETE SIDEWALK
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NOTE: PROVIDE SAWCUT CONTROL JOINTS AT 6' MAX. INTERVAL
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WHEEL STOP DETAIL
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DUNE STABILIZATION TABLES
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VARIES
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4000 PSI CONCRETE
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SLOPE 1/4" PER FOOT TOWARD ROAD (2%%% MAX)
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NOTE: CONCRETE SCORING 5' O.C. AND
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PAINT GRAPHIC ON PAVING
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PAINT GRAPHIC ON PAVING @ H.D.C.P. STALLS
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FINE
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PARKING
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ACCESSIBLE
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REFERENCE GEOTECHNICAL REPORT BY S&ME, INC. DATED DECEMBER 3, 2019.
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SUBGRADE UPPER 12"
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100%%% COMPACTION
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STANDARD PROCTOR
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SUBGRADE UPPER 12"
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100%%% COMPACTION
STANDARD PROCTOR
10505
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X
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RAMP AND STAIRCASE SPOT GRADES ENLARGEMENT
SCALE: 1" = 10'
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SEE ENLARGEMENT #1 - ON THIS SHEET
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SEE DUNE STABILIZATION INFORMATION ON SHEETS C3 AND C5
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SEE ENLARGEMENT #1 - ON THIS SHEET
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DATE:
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DESIGNED:
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TECH. REVIEW:
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SUB SHEET NO.
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PMIS/PKG NO.
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OF
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TITLE OF SHEET
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FRISCO DAY SUBSTATION
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CAPE HATTERAS NATIONAL SEASHORE
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FRISCO DAY USE
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NORTH
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AutoCAD SHX Text 60'
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CAA
GRADING PLAN
GENERAL NOTES - DEMOLITION
A GC TO VERIFY ALL CONDITIONS AND
DIMENSIONS PRIOR TO ANY NEW WORK.
B GC TO REPLACE DAMAGED WALL FINISH OR
SUBSTRATE WITH MATERIAL TO MATCH THE
EXISTING.
D38 D3 4
02 03
02 03
D4
D42
D4
D4 3
SEE STRUCTURAL S1, FOR EXTENTS
OF WALKWAY DEMOLITION.
O U
TL
IN
E
O F
R O O F
A B O V E
07 07
162 SF
WOMEN'S
162 SF
MEN'S
49 SF
MAINTENANCE
8'
- 9
1/ 2"
3 1 /2"
0 3 /4"
1 3 /8"
18' - 3" 3' - 8" 38' - 1 1/2" 4' - 3"
38' - 2 1/4" 11' - 1"
4 7 /8"
30' - 4"
16' - 2" 5' - 8 1/2" 16' - 2"
KEY NOTES - DEMOLITION
DEMOLISH TOILET PARTITIONS, PLUMBING FIXTURES,
MIRRORS, & ALL TOILET ACCESSORIES COMPLETE.
SEE PLUMBING, P3 FOR EXTENT.
DEMOLISH ALL FIBER REINFORCED WALL PANELS
COMPLETE. PATCH AND REPAIR SUBSTRATE AS
REQUIRED.
DEMOLISH FLOOR FINISH SYSTEM COMPLETE TO
FIRST LAYER OF SUBFLOOR. CLEAN TO PREPARE
FOR NEW FLOOR FINISH.
05 DEMOLISH DECK AND RAILING SYSTEM. SEE
STRUCTURAL, S1 FOR EXTENT.
REMOVE RAMP, LANDING, AND STAIR SYSTEM. SEE
STRUCTURAL, S1 FOR EXTENT.
DEMOLISH DOOR AND FRAME COMPLETE.07
DEMOLITION LEGEND
PARTITIONS
CONSTRUCTION TO REMAIN
CONSTRUCTION TO BE
DEMOLISHED
SCALE:
CAPE HATTERAS NATIONAL SEASHORE
FRISCO DAY USE
TITLE OF SHEETSHEET NO.DESIGNED:
DATE:
TECH. REVIEW:
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
CADD:
239718 B
165554
1/4" = 1'-0" D1
DEMOLITION PLAN
11/30/2020
MB
DC
SCALE: 1/4" = 1'-0"D1
DEMOLITION PLAN1
1 20 84
REMOVE LIGHT FIXTURES COMPLETE;
SEE ELECTRICAL
REMOVE PLYWOOD PLATFORM AND
ASSOCIATED FRAMING
REMOVE LIGHT FIXTURES COMPLETE;
SEE ELECTRICAL
REMOVE LIGHT FIXTURES COMPLETE;
SEE ELECTRICAL
SKYLIGHT TO REMAIN
TYP.
WOMEN'S
MEN'S
MAINTENANCE
A8
6 1 /4"
33' - 5 1/2"
REMOVE LIGHT FIXTURE COMPLETE;
SEE ELECTRICAL
DEMOLITION RCP LEGEND
CEILINGS
EXPOSED
PLYWOOD
SINGLE LAMP
DOWN LIGHT
EXTERIOR LINEAR CEILING
MOUNTED FIXTURE
EXPOSED WOOD
DECKING
SYMBOLS
SINGLE BULB
CEILING MOUNTED
FIXTURE
STRUCTURAL BEAM
TO REMAIN
WALL TO REMAIN
FIXTURE/
CONSTRUCTION TO
BE DEMOLISHED
SCALE:
CAPE HATTERAS NATIONAL SEASHORE
FRISCO DAY USE
TITLE OF SHEETSHEET NO.DESIGNED:
DATE:
TECH. REVIEW:
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
CADD:
239718 B
165554
1/2" = 1'-0" D2
DEMOLITION REFLECTED
CEILING PLAN
11/30/2020
MB
DC
SCALE: 1/2" = 1'-0"D2
REFLECTED CEILING PLAN - DEMOLITION1
1 10 42
WOOD BEAM TO REMAIN
WOOD BEAM TO REMAIN
01 01
02 0102
01 01
02 0202
WOOD BEAM TO REMAIN
3' - 0"
6" 3"
ALIGN EDGE OF OPENING
WITH DOOR BELOW
7'
- 8
02 02
WOOD BEAM TO REMAIN
WOOD BEAM TO REMAIN
02 02
WOOD BEAM TO REMAIN
046" 3"
3' - 0"
ALIGN EDGE OF OPENING WITH
DOOR OPENING BELOW
GENERAL NOTES - DEMOLITION
B GC TO VERIFY ALL CONDITIONS AND
DIMENSIONS.
A GC TO BRACE STRUCTURES AND STRUCTURAL
ELEMENTS AS NECESSARY DURING DEMOLITION
& CONSTRUCTION.
KEY NOTES - DEMOLITION
DEMOLISH TOILET PARTITIONS, PLUMBING FIXTURES,
MIRRORS, & ALL TOILET ACCESSORIES COMPLETE.
SEE PLUMBING, P3 FOR EXTENT.
DEMOLISH ALL FIBER REINFORCED WALL PANEL
COMPLETE. GC TO VERIFY CONDITION OF
SUBSTRATE BEYOND AND REPAIR OR REPLACE
SUBSTRATE AS REQUIRED FOR SOLID BACKING
FOR WALL MOUNTED FIXTURES
DEMOLISH FLOOR FINISH SYSTEM COMPLETE TO
SUBFLOOR. CLEAN TO PREPARE FOR NEW FLOOR
FINISH.
04 DEMOLISH WALL FINISH THIS AREA AND PREP TO
RECEIVE NEW PENETRATION
SCALE:
CAPE HATTERAS NATIONAL SEASHORE
FRISCO DAY USE
TITLE OF SHEETSHEET NO.DESIGNED:
DATE:
TECH. REVIEW:
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
CADD:
239718 B
165554
1/2" = 1'-0" D3
DEMOLITION INTERIOR
ELEVATIONS
11/30/2020
MB
DC
SCALE: 1/2" = 1'-0"D3
INTERIOR ELEVATIONS - MEN'S1
SCALE: 1/2" = 1'-0"D3
INTERIOR ELEVATION - MEN'S2
SCALE: 1/2" = 1'-0"D3
INTERIOR ELEVATION - MEN'S4
SCALE: 1/2" = 1'-0"D3
INTERIOR ELEVATION - MEN'S3
SCALE: 1/2" = 1'-0"D3
INTERIOR ELEVATION - WOMEN'S5
SCALE: 1/2" = 1'-0"D3
INTERIOR ELEVATION - WOMEN'S6
SCALE: 1/2" = 1'-0"D3
INTERIOR ELEVATION - WOMEN'S7
SCALE: 1/2" = 1'-0"D3
INTERIOR ELEVATION - WOMEN'S8
GRADE
-5' - 0"
LEVEL 01
0"
05 01
0708 08 08 08
SKYLIGHT TO REMAIN
FASCIA TO REMAIN
ROOFING TO REMAIN
5' - 11" 18' - 6" 5' - 11"
GRADE
-5' - 0"
LEVEL 01
0"
SKYLIGHT TO REMAIN; TYP.
14' - 3" 1' - 10"
1'
- 2
7'
- 0
FASCIA TO REMAIN
ROOFING TO REMAIN
30' - 4"
GRADE
-5' - 0"
LEVEL 01
0"
SKYLIGHT TO REMAIN
FASCIA TO REMAIN
ROOFING TO REMAIN
17' - 4 7/8"
GRADE
-5' - 0"
LEVEL 01
0"
SKYLIGHT TO REMAIN
01 08
8'
- 1
0 1 /2"
17' - 4 7/8"
FASCIA TO REMAIN
ROOFING TO REMAIN
KEY NOTES - DEMOLITION
DEMOLISH ALL CEDAR SHAKE SIDING. CLEAN AND
REPAIR SUBSTRATE AS NEEDED FOR NEW SIDING
REPLACED IN KIND.
DEMOLISH DECK AND RAILING SYSTEM. SEE
STRUCTURAL, S1 FOR EXTENT.
REMOVE RAMP, LANDING, AND STAIR SYSTEM. SEE
STRUCTURAL, S1 FOR EXTENT.
DEMOLISH TOILET PARTITIONS, PLUMBING FIXTURES,
MIRRORS, & ALL TOILET ACCESSORIES COMPLETE.
SEE PLUMBING, P3 FOR EXTENT.
DEMOLISH FLOOR FINISH SYSTEM COMPLETE TO
SUBFLOOR. CLEAN TO PREPARE FOR NEW FLOOR
FINISH.
DEMOLISH DOOR AND FRAME COMPLETE.07
04 DEMOLISH WALL FINISH THIS AREA AND PREP TO
RECEIVE NEW PENETRATION
GENERAL NOTES - DEMOLITION
B GC TO VERIFY ALL CONDITIONS AND
DIMENSIONS.
C GC TO REPAIR WALL SUBSTRATE BEYOND
CEDAR SHAKE SIDING REMOVED.
A GC TO BRACE STRUCTURES AND STRUCTURAL
ELEMENTS AS NECESSARY DURING DEMOLITION
& CONSTRUCTION.
SCALE:
CAPE HATTERAS NATIONAL SEASHORE
FRISCO DAY USE
TITLE OF SHEETSHEET NO.DESIGNED:
DATE:
TECH. REVIEW:
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
CADD:
239718 B
165554
1/4" = 1'-0" D4
DEMOLITION ELEVATIONS
11/30/2020
MB
DC
SCALE: 1/4" = 1'-0"D4
DEMOLITION ELEVATION - NORTH1
SCALE: 1/4" = 1'-0"D4
DEMOLITION ELEVATION - SOUTH4
SCALE: 1/4" = 1'-0"D4
DEMOLITION ELEVATION - EAST2
SCALE: 1/4" = 1'-0"D4
DEMOLITION ELEVATION - WEST3
UPUP
GENERAL NOTES - FLOOR PLAN
A GC TO FIELD VERIFY ALL EXISTING CONDITIONS
AND DIMENSIONS.
B GC TO SURVEY FLOOR FOR LEVELNESS AND
NOTIFY ARCHITECT IN ALL AREAS THAT FALL
OUTSIDE OF THE ACCEPTABLE RANGE.
FLOOR PLAN LEGEND
PARTITIONS
EXISTING CONSTRUCTION
TO REMAIN
NEW PARTITION
F.E.
X
WALL TAG
SYMBOLS
FIRE EXTINGUISHER TO BE
PROVIDED BY OWNER
PRECAST CONCRETE DECKING
PANEL
HEAVY TIMBER FRAMING
A5
A52
A5
A5 3
________________1 A3
162 SF
WOMEN'S
49 SF
MAINTENANCE
162 SF
MEN'S
93 SF
ALCOVE
OUTDOOR SHOWER; TYP. SEE 2/A6
INTEGRATED WOOD BENCH SEATING
ABA ACCESSIBLE RAMP 1:12 SLOPE;
PRECAST MODULAR CONCRETE UNITS AND
HEAVY TIMBER FRAMING, TYP; SEE STRUCT.
RAILING INTEGRATED WOOD SEAT
WALL - TO MATCH EXISTING
PRECAST CONCRETE STAIR; SEE
STRUCT.
PRECAST CONCRETE STAIR; SEE
STRUCT.
A6
EXISTING PRECAST MODULAR
CONCRETE RAMP TO BEACH; SEE
STRUCT. FOR EXTENTS.
O U
TL
IN
E
O F
R O O F
A B O V E
MODULAR PRECAST DECKING WITH
WOOD SPACING, SEE STRUCTURAL
WOOD GUARDRAIL
WOOD GUARDRAIL WITH
ALUMINUM HANDRAIL
4'
- 3
3/ 4"
A6
A6
A6
A7
________________2 A7
A8
OUTDOOR SHOWER; TYP.
F.
E.
5' - 11"
7' - 3"
13' - 10"
8'
- 5
4"
5' - 11"
7' - 4 1/2"
________________3 A6
SCALE:
CAPE HATTERAS NATIONAL SEASHORE
FRISCO DAY USE
TITLE OF SHEETSHEET NO.DESIGNED:
DATE:
TECH. REVIEW:
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
CADD:
239718 B
165554
1/4" = 1'-0" A1
FLOOR PLAN
11/30/2020
MB
DC
SCALE: 1/4" = 1'-0"A1
FLOOR PLAN1
REFLECTED CEILIING PLAN LEGEND
CEILINGS
LINEAR SURFACE MOUNTED
FIXTURE
SUSPENDED
DIRECT/INDIRECT
PENDANT
EXPOSED WOOD
DECKING
SYMBOLS
EXISTING
STRUCTURAL BEAM
EXISTING WALL
GENERAL NOTES - REFLECTED CEILING PLAN
A GC TO COORDINATE LOCATION OF DEVICES
NOT SHOWN ON ARCHITECTS DRAWINGS WITH
THE MOUNTING DIAGRAMS ON SHEET A3.
ARCHITECT MUST APPROVE ALL DEVICE
LOCATIONS IN THE FIELD. ANY DEVICE
LOCATION NOT APPROVED BY ARCHITECT MAY
BE RELOCATED AT NO ADDITIONAL COST TO
THE OWNER.
B GC TO COORDINATE THE REQUIRED
CLEARANCES OF ALL CEILING MOUNTED
EQUIPMENT.
LINEAR LED SURFACE MOUNTED
FIXTURE; SEE ELECTRICAL (TYP.)
SUSPENDED DIRECT/INDIRECT
PENDANT FIXTURE; SEE ELECTRICAL
(TYP.)
LIGHT FIXTURE; SEE ELECTRICAL
(TYP.)
SKYLIGHT, TYP.
LINEAR LED SURFACE MOUNTED
FIXTURE; SEE ELECTRICAL (TYP.)
SUSPENDED DIRECT/INDIRECT
PENDANT FIXTURE; SEE ELECTRICAL
(TYP.)
SCALE:
CAPE HATTERAS NATIONAL SEASHORE
FRISCO DAY USE
TITLE OF SHEETSHEET NO.DESIGNED:
DATE:
TECH. REVIEW:
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
CADD:
239718 B
165554
1/2" = 1'-0" A2
REFLECTED CEILING
PLAN
11/30/2020
MB
DC
1 10 42
SCALE: 1/2" = 1'-0"A2
REFLECTED CEILING PLAN - LEVEL 011
A4 3A4
A4
A44A4 7A4
A4
A48
1 1
4' - 8"
EQ
EQ
CL
E A
R 5'
- 0
5' - 5 7/8"
5 9
5 9
5 9
5' - 6" 6' - 7 3/8"
4' - 8"
CL
EA
R 5'
- 0
5' - 5 15/16"
162 SF
WOMEN'S
49 SF
MAINTENANCE
162 SF
MEN'S
O U
TL
IN
E
O F
R O O F
A B O V E
F.V.
5' - 11"
F.V.
18' - 6"
F.V.
5' - 11"
F.V.
30' - 4"
F.
V.
4 7 /8"
CT-1CT-1
TOILET PARTITIONS TO BE 7/8" THICK
PHENOLIC WITH TYP 316 STAINLESS STEEL
HARDWARE.
2 ADDITIONAL
ROBE HOOKS FOR
EACH ROOM
2 ADDITIONAL
ROBE HOOKS FOR
EACH ROOM
F.
V.
4'
- 6
1/ 8"
6' - 7 1/2" 5' - 5 7/8"
F.V.
12' - 1 3/8"
F.V.
12' - 1 3/8"
1'
- 5
A8
A8
8 8
93 SF
ALCOVE
F .E .C
TOILET
PAPER
TO
P
O F
R
IM
TO
P
O F
C O N
TR
O L
S O
IS
P E N S E R
TO
P
O F
R
IM
A C C E S S
IB
LE
U
IN
A L
TO
P
O F
R
IM
U R
IN
A L
W A
TE
C
LO
S E T
TO
P
O F
S E A T
TO
P
O F
S E A T
A C C E S S
TE
R
C
LO
S E T
F
LU
S H
C O N
TR
O L
B E
LO
W
G R A B
B A R
O R
IE
N T F
LU
S H
V A
LV
E
TO
O P E N
S
ID
E
O F
TO
IL
E T S
TA
LL
TO
P
O F
O P E N
IN
G
N A P
IN
P O S A L
C E N
TE
R
O F
R O
LL
E R
A C C E S S
TI
S U E
P E N S E R
B A B Y
C H A N G
IN
G
TA
TI
O N
3'
- 4
M A X
TO
B O
TT
O M
O F
R E F
LE
C
TI
N G
S U R F A C E
2'
- 1
0" M
AX
4'
- 0
1'
- 1
0"2'
- 9
W A
LL
M
TD
LA
V A
TO
R Y
(A D U
LT
1'
- 5
" T O
1'- 7"
2'
- 1
0"
1'
- 5
" T O
1'- 7"
3'- 8"
M
AX
2'
- 1
0"
1'
- 5
" M
AX
2'
- 0
1'
- 3
3' - 0" MIN.
3'
- 8
1/ 4"
M
AX
3' - 6" MIN.
1' - 0" MAX.
4' - 6" MIN.
1'
- 1
0" M
IN
3' - 0" MAX.
A C C E S S
TE
R
C
LO
S E T
6" MAX
3' - 5" MAX.
3'
- 3
" M
IN
1'
- 8 " M
IN
VERTICAL GRAB BAR
1'-3" MAX
A C C E S S
H O W E R
SIDE WALL
CONTROLS
MA
X.
2'
- 1
0"
TO
P
O F
TA
B
LE
*NOTE: ITEMS SHOWN IN THESE DIAGRAMS ARE FOR
MOUNTING HEIGHT REFERENCE ONLY - SEE SCHEDULE OF
PLUMBING FIXTURES AND ACCESSORIES ON THIS SHEET
AND PLUMBING DRAWINGS AND SPECIFICATIONS FOR BASIS
OF DESIGN ITEMS.
OUTLET WHERE OCCURS
T'STAT WHERE OCCURS
4'
- 0
SWITCHES WHERE OCCURS
1'
- 6
8"
1'
- 6
OUTLET WHERE OCCURS
3'
- 2
T'STAT WHERE OCCURS
4'
- 0
SWITCHES WHERE OCCURS (GANG)
8"
SCALE:
CAPE HATTERAS NATIONAL SEASHORE
FRISCO DAY USE
TITLE OF SHEETSHEET NO.DESIGNED:
DATE:
TECH. REVIEW:
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
CADD:
239718 B
165554
As indicated A3
ENLARGED PLAN
11/30/2020
MB
DC
SCALE: 1/2" = 1'-0"A3
ENLARGED COMFORT STATION PLAN1
1 10 42
SCHEDULE OF PLUMBING FIXTURES & ACCESSORIES
NO. ITEM
LAVATORIES
URINALS
WATER CLOSETS
WALL MOUNTED BABY CHANGING STATION
TOILET TISSUE DISPENSER
SOAP DISPENSER
MIRROR
ELECTRIC HAND DRYER
GRAB BARS
FULL LENGTH MIRROR
MANUF.
SEE PLUMBING
MODEL NO. REMARKS
SANITARY NAPKIN DISPOSAL UNIT
R E S
TR
O O M
M
IS
C
N.I.C.
748-SS-2448
4781-11
B6806
SEE PLUMBING
SEE PLUMBING
1 EACH TOILET ROOM
UTILITY SHELF BRADLEY 9933 1 EACH JANITOR CLOSET
DA54-973
BRADLEY 748-SS-2460
ROBE HOOK16
MOP & BROOM HOLDER17
N.I.C.
2902-US14EMTEK
HORIZONTAL AND VERTICAL, STAINLESS STEEL
1 EACH JANITOR CLOSET
GLASS MIRROR WITH STAINLESS STEEL FRAME
ABOVE SINKS
1 IN EACH TOILET COMPARTMENT TO BE MOUNTED
ON SIDE PARTITION. 1 AT EACH BUILT IN BABY
CHANGING STATION.
UTILITY SINK18 SEE PLUMBING
BRADLEY
N.I.C.
BRADLEY
WORLD DRYER
BRADLEY
BRADLEY
DRINKING FOUNTAIN19 SEE PLUMBING
BRADLEY 962
ROOM FINISH SCHEDULE
NUMBER NAME
WALL FLOOR BASE CEILING
MATERIAL COLOR MATERIAL COLOR MATERIAL COLOR MATERIAL COLOR
1 WOMEN'S FIBER
REINFORCED
PANEL
FRP-1 PORCELAIN TILE CT-1 PORCELAIN TILE CT-1 EXPOSED -
2 MAINTENANCE EXPOSED - PORCELAIN TILE CT-1 - - EXPOSED -
3 MEN'S FIBER
REINFORCED
PANEL
FRP-1 PORCELAIN TILE CT-1 PORCELAIN TILE CT-1 EXPOSED -
4 ALCOVE - - COMPOSITE
DECKING
COM-1 - - EXPOSED -
TYPICAL MOUNTING HEIGHTS
F.
V.
3'
- 1
0 1 /8"
F.
V.
7'
- 8
F.
V.
6 1
/8"
F.V.
5' - 4 1/2"
4' - 10 5/8"7' - 2 3/4"
F.V.
12' - 1 3/8"
F.
V.
1'
- 1
1 5 /8"
F.
V.
7'
- 8
F.
V.
9'
- 7
5/ 8"
3 5
FRP-1FRP-1
FLOOR MOUNTED
PARTITION, TYP.
EXISTING WOOD PANELING
EXISTING WOOD BEAM
F.
V.
7'
- 8
F.
V.
1'
- 1 1 1
/2" F.
V.
9'
- 7 1/
2"
F.V.
12' - 1 3/8"
F.V.
5' - 4 1/2"
FRP-1
1'
- 1
0"1' - 6"
EXISTING WOOD PANELING
EXISTING WOOD BEAM
F.
V.
1'
- 1
1 5 /8"
F.
V.
7'
- 8
F.V.
16' - 5 3/16"
F.
V.
9'
- 7
5/ 8"
7716 16
FRP-1
6 6
3'
- 2
EXISTING WOOD PANELING
0" 3' - 1 3/8"
1 7/16"
3' - 0"
7 11/16"
3' - 0" 1' - 6"
CLEAR
5' - 0"
F.V.
11' - 4 7/16"
F.V.
16' - 4 7/16"
3'
- 0
7/ 8"
F.
V.
2'
- 5
9/
7'
- 2
F.
V.
8 3 /8"
FRP-1 FRP-1
LOUVER
3' - 0"
6"
EXISTING WOOD PANELING
F.V.
4' - 10 5/8"
F.V.
7' - 2 3/4"
F.V.
12' - 1 3/8"
F.
V.
1'
- 1
1 5 /8"
F.
V.
7'
- 8
F.
V.
3'
- 1
0 1 /8"
F.
V.
7'
- 8
F.
V.
6 1 /8"
F.
V.
9'
- 7
5/ 8"
F.V.
1' - 7 3/8"
5' - 5 7/8"6' - 7 1/2"
FRP-1FRP-1
EXISTING WOOD PANELING
F.
V.
7'
- 8
F.
V.
1'
- 1 1 1
/2" F.
V.
9'
- 7 1/
2"
F.V.
12' - 1 3/8"
6' - 7 1/2"5' - 5 7/8"
F.V.
5' - 4 3/8"
FRP-1
5' - 5 1/2"
1'
- 1 0" 1' - 6"
EXISTING WOOD PANELING
EXISTING WOOD BEAM
1 1/4"
3' - 0"
2 3/16"
3' - 0"
7"
3' - 0"1' - 6"
CLEAR
5' - 0"
F.V.
11' - 4 7/16"
F.V.
16' - 4 7/16"
3'
- 0
/16
F.
V.
2'
- 5 9/
7'
- 2
F.
V.
8 3
/8"
FRP-1
FRP-1
LOUVER
3' - 0"
6"
EXISTING WOOD PANELING
F.V.
16' - 4 7/16"
F.
V.
1'
- 1
1 5 /8"
F.
V.
7'
- 8
F.
V.
9'
- 7 5/
8"
2'
- 1
0"
7 74
16 6
ABA
COMPLIANT
MIRROR:
24"x30"
FRP-1
EXISTING WOOD PANELING
GENERAL NOTES - INTERIOR ELEVATIONS
A SEE SHEET A3 FOR SCHEDULE OF PLUMBING
FIXTURES AND ACCESSORIES
SCALE:
CAPE HATTERAS NATIONAL SEASHORE
FRISCO DAY USE
TITLE OF SHEETSHEET NO.DESIGNED:
DATE:
TECH. REVIEW:
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
CADD:
239718 B
165554
As indicated A4
INTERIOR ELEVATIONS
11/30/2020
MB
DC
SCALE: 3/8" = 1'-0"A4
INTERIOR ELEVATIONS - MEN'S1
SCALE: 3/8" = 1'-0"A4
INTERIOR ELEVATION - MEN'S2
SCALE: 3/8" = 1'-0"A4
INTERIOR ELEVATION - MEN'S3
SCALE: 3/8" = 1'-0"A4
INTERIOR ELEVATION - MEN'S4
SCALE: 3/8" = 1'-0"A4
INTERIOR ELEVATION - WOMEN'S5
SCALE: 3/8" = 1'-0"A4
INTERIOR ELEVATION - WOMEN'S6
SCALE: 3/8" = 1'-0"A4
INTERIOR ELEVATION - WOMEN'S7
SCALE: 3/8" = 1'-0"A4
INTERIOR ELEVATION - WOMEN'S8
LEVEL 01
0"
________________2 A6
WOOD GUARDRAIL WITH
ALUMINUM HANDRAILS
ACCESSIBLE RAMP. PRECAST
MODUALR CONCRETE UNITS AND
HEAVY TIMBER FRAMING; SEE
STRUCT.
MODULAR PRECAST
DECKING WITH WOOD
SPACING
COMPOSITE DOORS, TYP.
A7
A8
CEDAR SHAKE SIDING,
TYP.
STAIR LANDING
-4' - 0"
CEDAR TRIM
5 1/4"
GRADE
-5' - 0"
LEVEL 01
0"
PRECAST CONCRETE
STAIR; SEE STRUCT.
WOOD GUARDRAIL WITH
ALUMINUM HANDRAILS
MODULAR PRECAST UNIT
DECKING WITH WOOD DECKING
A6
CEDAR SHAKE SIDING, TYP.
STAIR LANDING
-4' - 0"
CEDAR TRIM
GRADE
-5' - 0"
LEVEL 01
0"
A6
PRECAST CONCRETE
STAIR; SEE STRUCT.
WOOD GUARDRAIL WITH
ALUMINUM HANDRAILS
MODULAR PRECAST
UNIT DECKING WITH
WOOD DECKING
OUTDOOR SHOWER,
TYP; SEE A6
A6
CEDAR SHAKE SIDING,
TYP.
STAIR LANDING
-4' - 0"
CEDAR TRIM
GRADE
-5' - 0"
LEVEL 01
0"
________________2 A6
WOOD GUARDRAIL WITH
ALUMINUM HANDRAILS
ACCESSIBLE RAMP. PRECAST
MODUALR CONCRETE UNITS AND
HEAVY TIMBER FRAMING; SEE
STRUCT.
MODULAR PRECAST
DECKING WITH WOOD
SPACING
8"5 1/2" 5' - 0"
DRINKING FOUNTAIN, SEE PLUMBING
A7
A8
CEDAR SHAKE SIDING, TYP.
LOUVER
VTR; SEE PLUMBING
STAIR LANDING
-4' - 0"
1' - 10"
1'
- 2
CEDAR TRIM
GENERAL NOTES - ELEVATION
B GC TO VERIFY ALL EXISTING CONDITIONS AND
DIMENSIONS.
C GC TO REPAIR WALL SUBSTRATE BEYOND
CEDAR SHAKE SIDING REMOVED.
A GC TO BRACE EXISTING STRUCTURES AND
STRUCTURAL ELEMENTS AS NECESSARY DURING
DEMOLITION & CONSTRUCTION.
SCALE:
CAPE HATTERAS NATIONAL SEASHORE
FRISCO DAY USE
TITLE OF SHEETSHEET NO.DESIGNED:
DATE:
TECH. REVIEW:
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
CADD:
239718 B
165554
1/4" = 1'-0" A5
BUILDING ELEVATIONS
11/30/2020
MB
DC
SCALE: 1/4" = 1'-0"A5
ELEVATION - NORTH1
SCALE: 1/4" = 1'-0"A5
ELEVATION - EAST2
SCALE: 1/4" = 1'-0"A5
ELEVATION - WEST3
SCALE: 1/4" = 1'-0"A5
ELEVATION - SOUTH4
LEVEL 01
0"
8 1/2" x 7 1/4" WOOD BOX FRAME, ENCLOSED PIPING.
CORD ACTIVATED SHOWER HEAD, TYP;
SEE PLUMBING
MANUALLY ACTIVATED SHOWER HEAD,
TYP; SEE PLUMBING
6'
- 0
6'
- 0
AC
CE
SS
IB
LE
IN
ST
AL
LA
TI
ON
4'
- 0
EQ
EQ
5'
- 0
1'
- 6 1/
2"
METAL HINGE
METAL ACCESS PANEL DOOR ON
OUTSIDE OF DECKING; TYP.
2XI2 (LAP JOINTS WITH TOP
BOARDWALK MEMBER AND BENCH TOP
HEADER), ATTACH WITH FOUR (4)�3"
LONG #8 SS SCREWS AT LAP JOINTS
2Xl2 BENCH SUPPORT & FRAMING
MEMBER @ 12" O.C.
TWO (2) 1 0" LONG 5/8" THRU
BOLT & FLUSH TO WASHER, TYPICAL
EACH BENCH SUPPORT
SUPPORT FOR PLATFORM EDGING &
BENCH SUPPORT MEMBER
4X12 PLATFORM EDGING BEAM
2X4 FRONT CENTER BENCH SUPPORT
TOE-NAILED PLATFORM EDGING BEAM
1X6 BENCH BACK MEMBERS, TREX
COMPOSITE BOARD MATERIAL, OR
APPROVED EQUAL, 4 EACH (ATTACH TO
EACH SUPPORT WITH TWO (2) 3" LONG
#8 SS SCREWS FOR THE ENTIRE LENTH
OF BENCH.
2X6 BENCH TOP HEADER, ATTACH
WITH TWO (2) 3" LONG #8 SS
SCREWS AT EACH BENCH SUPPORT
2X6 BENCH END SIDE MEMBERS
1X6 BENCH SEAT MEMBERS TREX
COMPOSITE BOARD, OR APPROVED
EQUAL (ATTACHED TO EACH SUPPORT
WITH TWO (2) 3" LONG #8 SCREWS
FOR THE ENTIRE LENGTH OF BENCH)
2X6 LOWER BENCH FACING (ATTACH
TO EACH VERTICAL SUPPORT WITH
TWO (2) 3" LONG #8 SS SCREWS
FOR THE ENTIRE LENGTH OF BENCH
255.00°
3'
- 6
1/ 2"
2'
- 1
1/ 4"
1'
- 5
1/ 4"
100.00°
1' - 7 7/16" 1' - 0 1/2"
LEVEL 01
0"
3.5" CHAMFER
9" PANEL WIDTH: 5' - 0"
6' - 10 1/2"
PILING, SEE STRUCTURAL
2X4 TOP BOARDWALK MEMBER
4"X6" INTERMEDIATE VERTICAL SUPPORT
CENTERED BETWEEN MAIN POSTS WITH 2.5"
CHAMFER
2X6 RAILING MEMEBERS, 4 EACH BOTH
SIDES ATTACHED TO PILINGS & VERTICAL
SUPPORTS WITH SS SCREWS
PANEL EDGING BEAM, SEE STRUCTURAL
6' - 1" CLEAR
TY
P
3 1 /2"
4"
3'
- 6
*NOTE: SEE STRUCTURAL FOR HANDRAIL LOCATIONS
LEVEL 01
0" 2Xl2 BENCH SUPPORT & FRAMING
MEMBER @12'O.C. (ATTACH TO 2X4
BASE & SEAT PLATFORM)
BENCH BASE DETAIL - SEE
STRUCTURAL
4X4 FRONT CENTER BENCH SUPPORT @
12" O.C. (ATTACHED TO 4X4 BASE WITH
TWO (2) 3" LONG #8 SS SCREWS)
1X6 BENCH BACK MEMBERS, TREX
COMPOSITE BOARD MATERIAL, OR
APPROVED EQUAL, 4 EACH (ATTACH TO
EACH SUPPORT WITH TWO (2) 3" LONG
#8 SS SCREWS FOR THE ENTIRE LENTH
OF BENCH.
2X6 BENCH TOP HEADER, ATTACH
WITH TWO (2) 3" LONG #8 SS
SCREWS AT EACH BENCH SUPPORT
1X6 BENCH SEAT MEMBERS TREX
COMPOSITE BOARD, OR APPROVED
EQUAL (ATTACHED TO EACH SUPPORT
WITH TWO (2) 3" LONG #8 SCREWS
FOR THE ENTIRE LENGTH OF BENCH)
2X6 LOWER BENCH FACING (ATTACH
TO EACH VERTICAL SUPPORT WITH
TWO (2) 3" LONG #8 SS SCREWS
FOR THE ENTIRE LENGTH OF BENCH
6X6 TIMBER, TWO (2) PER BENCH
(ATTACH TO SEAT PLATFORM &
BOTH 2X12 BENCH SUPPORT)
2X4 BASE & SEAT PLATFORM
A6
1 1 /2"
METAL HINGE
METAL ACCESS PANEL DOOR ON OUTSIDE OF DECKING;
TYP.
LAG SCREW FASTENER
2X6 DIMENSION LUMBER
2X8 DIMENSION LUMBER
8 1/2"
EQ
7 1
/4"
EQ
2X8 DIMENSION LUMBER
1-1/2" DIAMETER OPENING
SCALE:
CAPE HATTERAS NATIONAL SEASHORE
FRISCO DAY USE
TITLE OF SHEETSHEET NO.DESIGNED:
DATE:
TECH. REVIEW:
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
CADD:
239718 B
165554
As indicated A6
DETAILS
11/30/2020
MB
DC
SCALE:A1 A6 1/2" = 1'-0"
2 OUTDOOR SHOWER DETAIL SECTION
SCALE:A1 A6 3/4" = 1'-0"
4 INTEGRATED BENCH DETAIL
SCALE:A1 A6 1/2" = 1'-0"
1 RAILING DETAIL
SCALE:A1 A6 3/4" = 1'-0"
5 SHOWER BENCH DETAIL
SCALE:A1 A6 3/4" = 1'-0"
3 OUTDOOR SHOWER PLAN DETAIL
GRADE
-5' - 0"
LEVEL 01
0"
TOP OF BOARDWALK
8" SQUARE TREATED TIMBER PILING;
SEE STRUCTURAL FOR EXTENTS
4'X10" TREATED TIMBER GIRDERS, BEVEL TOPS
TO MATCH BOARDWALK/PANEL SLOPE
1/2" X 4" LAG BOLT &
WASHER AT PILINGS AND
INTERMEDIATE VERTICAL
SUPPORTS ALONG TOP
RAILING MEMBER (TYP.)
NO SLOPE
LANDING 24' - 4" (THREE SPANS)
4'X8" TREATED
HORIZONTAL MEMBER,
SEE STRUCTURAL
EQ EQ
7' - 11 1/2"
1'
- 1
1 3 /4"
3'
- 0
1/ 4"
STAIR LANDING
-4' - 0"
A7
4'X6" TREATED PANEL
EDGING BEAM (TYP.)
4'X6" INTERMEDIATE RAILING
SUPPORT, TREATED (TYP)
8" TREATED SQ PILING (TYP)
4'x10" TREATED GIRDERS
0"
4"X8" TREATED PLATFORM
FILLER BEAM
RAMP TURNING PLATFORM
15' - 2"
CLEAR
12' - 11"
A6
SCALE:
CAPE HATTERAS NATIONAL SEASHORE
FRISCO DAY USE
TITLE OF SHEETSHEET NO.DESIGNED:
DATE:
TECH. REVIEW:
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
CADD:
239718 B
165554
1/2" = 1'-0" A7
RAMP DETAILS
11/30/2020
DC
GB
SCALE:A1 A7 1/2" = 1'-0"
1 RAMP SECTION
SCALE:A1 A7 1/2" = 1'-0"
2 RAMP PLAN DETAIL
DOOR
(SEE SCHEDULE)
HM DOOR FRAME
EXISTING WALL
STRUCTURE
VARIES
6 1/2"
DOUBLE STUD HEADER
H1
EQ EQ
5/4" TRIM
INSULATED SHIM SPACE
CEDAR SHAKE SIDING
DOOR
(SEE SCHEDULE)
HM DOOR FRAME
EXISTING WALL
STRUCTURE
J1
5/4" TRIM
PLYWOOD
CEDAR SHAKE SIDING
JAMB ANCHORS, 3/JAMB MIN.
FIBER REINFORCED
PANEL
FIBER REINFORCED
PANEL
1 1/4" 1 1/4"
SOLID WOOD STARTER AT
HEAD AND SILL
BACKER ROD AND CAULK EACH SIDE BACKER ROD AND CAULK EACH SIDE
VAPOR BARRIER
DOOR JAMB BEYOND
COMPOSITE DECKING
TRANSITION STRIP AT
DOOR
THRESHOLD
S1
CERAMIC TILE
GROUT
DOOR JAMB BEYOND
COMPOSITE DECKING
TRANSITION STRIP AT
DOOR
THRESHOLD
RESILIENT FLOORING
S2
EPOXY FLOORING
PLYWOOD EXISTING STRUCTURE EXISTING STRUCTURE
EXISTING SUBFLOOR
PLYWOOD
EXISTING SUBFLOOR
LEVEL 01
0"
SCHEDULED FLOOR FINISH
EXISTING DECK STRUCTURE
EXISTING WALL STRUCTURE
TREATED HEAVY TIMBER FRAMING;
SEE STRUCTURAL
PRECAST MODULAR PANEL CONCRETE UNIT;
SEE STRUCTURAL
TREATED HEAVY TIMBER FRAMING;
SEE STRUCTURAL
1/4
2X2 CEDAR TRIM
LAP BUILDING WRAP OVER FLASHING
METAL FLASHING
LEVEL 01
0"
8"
COMPOSITE DECKING
WOOD STRUCTURE, SEE
STRUCTURAL
TREATED HEAVY TIMBER FRAMING;
SEE STRUCTURAL
PRECAST MODULAR PANEL CONCRETE UNIT;
SEE STRUCTURAL
TREATED HEAVY TIMBER FRAMING;
SEE STRUCTURAL
EXISTING STRUCTURE
LOUVER HEAD AND SILL DETAIL
SCHEDULED LOUVER
BACKER ROD AND CAULK
EACH SIDE
STUDS
5/4" TRIM
SCHEDULED LOUVER
BACKER ROD AND CAULK
EACH SIDE
SOLID WOOD STARTER
AT HEAD AND SILL
HEADER
5/4" TRIM
STRIP FLASHING
PAN FLASHING W/ END
AND SIDE DAMS SET IN
FULL BED OF MASTIC
5/4" TRIM
1 3/8"
1 7/8"
LOU…
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