23-14 Dare County Oversized Plans

\ DB 1899 PG 0322 1 I — -
`------- _ PC H, SL 160 NOW OR FORMERLY
------ PARCEL TWO I JEFFREY GUTTMAN
— 23791 NC 12 HWY. PIN # 0658-05-09-7628 LEGEND- ABBREVIATIONS-
------- DB 1899 PG 0322
—' PC H, SL 160 L I NET'
PARCEL THREE SYMBOL DESCRIPTION SURFACE FEATURES
�I — _----- ---� 0 NC 12 HWY.
nnp.r..qll r.p.nter Inc_ _ ----------__ _
Knnw what's below - - -
Call before you dig.
1 ADDED ADJOINER PROPERTY OWNER, SITE NOTATIONS
T ATIO
DRAWING SCALE: 1' =k
PROJECT NO.: P1031
DRAWING NO.: P10310081
DATE: 5-20-13
DRAWN BY DMR
CHECKED: OBC
NUM. REVISION
C"�
PROJECT
1.
2.
4.
5.
C.
LOPMENTSUMMARY,
DEVELOP
DEVE
IL
F= " CT NAME:
PRC- RTY ADDOESS:
Ow'. R;
FIN "UMBER'
REC tDED REFERENCE:
MVt. ,,SUM BUILDING SETBACKS
CoNITY OF DARE- RODANTHE REGIONAL PUBLIC
BEACH ACCESS AND OCEANFRONIT PARK
RODANTHE, NORTH CAROLINA
2 ,731 PIC 12 Hb,V'Y'
R00ANTHE, NC
COUNTY OF DARE
P.O.:BOX 1-cm
MANTEO. NC 27959
005805097915
D:B: 1790 PG 11.9, P.C. F, SLICE 190
Fr0NT YARD: 15
SIDE YARD:
REAR YARD: :PER CAMA
E: TOTAL PROTECT AREA (LANDJlARD OF fi�INt'o) 235.219 S.F.±
� ARFA LAND�'b'.A4D C)F FCSNV: 255,786 S.F.±
8.. AOOYIMATE UPLAND AREA: 134490 S-F.±
9 : AFPkOXIMATE WETLAND AREA: 100.729 S.F.±
10. RLR.M. ZONE', ZONES VE (EL 13)/ E (EL 11v AE (EL 9)
COMMUNITY PANELS: 3730 0650). 3730 0658i: 3730 0649). 3730 L`6483
REVISION DATE: 20-.Sep-06
11, PROPERTY ZONING S-1 SPECIAL DISTRICT
2: USE CLASSIFtCA,TIOrI: MUNICIPAL
13. ALL SURVEY DATA IS REFERENCED TO NAVD 88-
14'.. PHYSICAL $UR'dE'r DATA PRC1tirIDED B (.SEABOARD SUFe,jEYING. INC. DATED $ 2 13
_
--
--
DATE
APPROX. APPROXIMATELY MON MONUMENT
- — CENTERLINE (EXISTING)
AVG AVERAGE N NORTH
BUILDING SETBACK LINE
BLDG BUILDING NO NUMBER
- ---- - _
BRG BEARING NTS NOT TO SCALE
CONTOUR (INDEX)
CATV CABLE TV PROPERTY LINE
CL CENTERLINE PP POWER POLE
------ -- - EASEMENT
CONC CONCRETE RD ROAD i
- - -- PROPERTY LINE (EXISTING)
CONST CONSTRUCTION REQ'D REQUIRED
I
E EAST, ELECTRICAL R/W RIGHT-OF-WAY
RIGHT-OF-WAY (CURRENT)
EA EACH SF SQUARE FEET/FOOT
EL ELEVATION
ST STREET
BOUNDARY LINE
ELEC ELECTRICAL
T TELEPHONE, TANGENT, TON
EOP EDGE OF PAVEMENT
'404' WETLAND LINE
TEMP TEMPORARY
- — — —
EXIST EXISTING
TYP TYPICAL
CAMA SETBACK/AEC
FH FIRE HYDRANT
UG UNDERGROUND
FT FEET/FOOT
VC VERTICAL CURVE.
i � s I --.-- FLSNV
HORIZ HORIZONTAL
VERT. VERTICAL
�.... ... . — -- — SHORELINE/DITCH CL
HT HEIGHT WM WATER METER
LF LINEAL FOOT/FEET W/0 WITHOUT
_
MIN MINIMUM & AND
.
MISC MISCELLANEOUS s
1 y
CIRMI.:� &TJAN
CREATIVE ENGINEERING SOLUTIONS, PLLC
FIRM LICENSE: P-0970
262 MOTHER VINEYARD RD.
MANTEO, N.C. 27954
[e-mail]
www.creativeetigineeringobx.com
TEL/FAX: 252,473.5566
MOBILE: 252.475,0038
IINEER'S SEAL PROJECT NAME DRAWING TITLE
COUNTY FD
A +JEXISTING
RODANTHE RE:G10NAL PUBLIC BEACH ACCESS CONDITIONS HLAN
GRAPHIC A I V U OCEANFRONT PARK
SCALE: KINNAKEET TOWNSHIP,
DARE COUNTY NC
(IF PLOTTED 24'X36") f
GRAPHIC sa 50 200 DRAWING NUMBER SHEET NUMBER.
"PRELIMINARY- DO SCALE: ti
NOT USE FOR 1„ = 100'-
CONSTRUCTION (IF PLOTTED 11 x:

NOW OR FORMERLY
MILDRED MIDGETT & MAGGIE
SMITH
PIN # 064920906089
DB 1390 PG 0237
PC E, SL 470
23702 NC 12 HWY.
NOW OR FORMERLY
MORIS & OFIRA COHEN
PIN # 064808996974
D131612PG0170
PC F, SL 190
0 NC 12 HWY.
EX, DITCH
PRO. CONCRETE
ENTRANCE APRON
EX.15"O CMP
TO BE
REPLACED
WITH 15"0
RCP PIPE
NOW OR FORMERLY
COUNTY OF DARE
WATER PLANT & GROUND STG.
PIN # 065917006183
DB 490 PG 305
PCC,SL16C
UNIT 0
rk.- D, Jl_ -+-+
LOTS 1 & 2
— -- ---
_ 23781 NC 1
2 HWY.
NOW OR FORMERLY — —
JEFFREY GUTTMAN — — —
PIN # 065805092656 _
DB 1899 PG 0322 — —
PC H, SL 160 r — —
PARCEL TWO NC`.'.' OR FORMERLY-
23791 NC 12 HWY. I JEFFREY GUTTMAN
PIN a 0658-05-09-7628 ,
DB 1899 PG 0322 — -
- — PC H, SL 160 �
LINETYPE.
PARCEL THREE
0NC12HWY.NOW OR FORMERLY ry
— ---- JEFFREY GUTTMAN
PIN # 0658-05-09-7628
— -- DB 1899 PG 0322 LEGEND-
------------_ PC H, SL 160
-- --_ SYMBOL DESCRIPTION SURFACE FEATURES
PARCEL THREE
0 NC 12 HWY.
EX. IRON PIPE
-------_ _ - EX. IRON ROD
SET IRON ROD
EX. CONC. MON.
nter Inc. �— — 0 - CALCULATED POINT
OneCall
EX. CONTROL CORNER
NOTE: ® - WATER METER
THE INFORMATION DESCRIBED HEREON IS BELIEVED TO BE - PHONE PEDESTAL
ACCURATE, COMPLETE, AND CURRENT. CES, PLLC MAKES NO - CAN
r.Y!- n__ WARRANTY AS TO THE ACCURACY, COMPLETENESS OR
Know what's below
Call before you dig.
1 ADDED ROAD DRAINAGE SWALE, SITE NOTATIONS
DRAWING SCALE: I— — "50' 2 REV'D WW LOCATION, ROADWAY ALIGNMENT, PARKING AREA
3 ADDED SHOWER STATION
PROJECT NO.: P1031 4 UPDATED SITE PLAN/REV'D SITE CALCULATIONS
DRAWING NO.: P10310C1B1
DATE: 5-20-13
DRAWN BY: DMR
CHECKED: OBC
NUM, REVISION
CURRENCY OF THE CONTENT. IT IS THE CONTRACTORS
RESPONSIBILITY TO VERIFY THIS INFORMATION PRIOR TO
RELYING ON IT, THE CONTENT OF THESE DOCUMENTS MAY
INCLUDE TECHNICAL INACCURACIES OR TYPOGRAPHICAL
ERRORS. IF SUCH CONDITIONS EXIST, THE CONTRACTOR
SHALL CONSULT WITH THE ENGINEER PRIOR TO PROCEEDING
WITH THE SCHEDULED WORK UNTIL AUTHORIZATION TO
PROCEED HAS BEEN GRANTED.
6-18-13
PROJECT DEVELOPMENT SUMMARY:
In ::: aF °FL =:
STE NOTES'
`R 1
1 F,,,_IECT t�1a.F.E:
CAJNTYCF CARE• ROeANTHE REGIONAL PjPU:
FIr �_ �OPF
CCwlxra hIT` F Fl Ls
uNES ._ ;EL 13:"4
- rsa -
a a )E53' 3-3r c�5e >�_ _. 3 3e 1E�Lf'
7- - 2-13
2Efi_H =C Est ANDG EANFRCHTrARK
R At,1THE t.IOR.TH'CAR.CLINA
~E T i N CATE.
_ FF FERT`_7Ct1iNG.
1cF£:1ALLCi=T%;:T
7-24-13
FRCFERrv,�,EDP.E
.
1 NC 12HVf
R^CAtTTHE t.0
USE L SI f nTiC"!
A.LL°v R,.C,ry I: RF c ERiCEC TC N- 7 Pg.
r, NICiP'L
10- 88-1
COURT°CF CAR.E
P E Cx ior,
_5: 01.4.1!1,ALn V. _ 1T`< K Cri. Er 8•-5ca_
1E. LCT C_, c'_- i E':1LT UPON ARE1.
;' cl,o'.E`IN? t,C CLTEC;:-13
a ho
MANTEC. N_ =7959
GR�.FOSEC F:_ .- •r_1
FR.OF, CSEDCj C;:
ZIB SF
3W SF
5. RE'. f^EC F;EkEFENCE:
D E 1 9C, P( 119. F, F 5UCE Is"
.OFI RETE F-ax7l� SICfYKUCt
TOTAL CE ELSMfW !�•
:r35 SF
$?4 SF:
--- _
E- F[HIMf,„! 9WLTINrSET8
FRONT vAR.D: 15
LCT 8L . ^.EAAGE
` NOTE ELEVATED CUNE b 1-K5 ` -- RAVEL P :RKMS & CAP.0 ExULme
1'S3
CE ARC. iv
RELP. .a:RC': FER'.:a.f+,i}":
FROMBL`A CAL"U4T! NS S PER r.-
EC: 51 i .:tE
—
F- T-TAt 6Rb3E T REA:
i, APE& UlaNOWARD OF FLSN;1:
LA tI INARU, CF A'HVv^ a'BE 19 SFt
255 % SF±
17- FUA BETWEEN AEC KC ^ % ET
18 = CF BuA BETV,4fEH E. s ^rrF_
35: � s
CE34
g, AvSA W.4'wEEN AEC 3[,Ci CFF_.ET c'. FUR"' 55 384 =f,}
2L= edT`c'EEN Al 3C DFEET 9;, FL_hNV '-
15 crl-STrE PARKMC:
,n TCTAL GARw,t�1� FcaCLt M-_M"D
1 "^ TE
1 s cr fr;a �S.TE LCLAHC Oh Ea:
ILAAso, 5'r4
UTILITY POLE
—
GUY WIRE
- FIRE HYDRANT
zELECT.
TRANS.
m
- WATER VALVE
S
- WATER SPIGOT
ss
SANITARY SEWER
GRAVEL SURFACE
WOOD SURFACE
PAVED SURFACE
WATER SURFACE
'-,
CONCRETE SURFACE
VEGETETATED SURFACE
"404" WETLANDS
�_RE,�M - _0 UT IO
CREATIVE ENGINEERING SOLUTIONS, PLLC
FIRM LICENSE: P-0970
262 MOTHER VINEYARD RD.
MANTEO, N.C. 27954
[e-mail]
www.creativeengineeringobx.com
TEL/FAX: [phone]
MOBILE: [phone]
ENGINEER'S SEAL
"PRELIMINARY- DO
NOT USE FOR
CONSTRUCTION"
P RiEfl W EAaT(R0$T I N G)
ABBREVIATIONS
TOP OF BMP (PROPOSED)
-
TOP OF DITCH (EXISTING)
BUILDING (EXISTING)
APPROX. APPROXIMATELY MON MONUMENT
AVG AVERAGE N NORTH
BUILDING SETBACK LINE
BLDG BUILDING NO NUMBER
BRG BEARING NTS NOT TO SCALE
_ - _ - - _ _ - - - _ - - _ _ _ - - - - CONTOUR (INDEX)
CAN CABLE TV T_ PROPERTY LINE 1
Q CENTERLINE PID POWER POLE
-- -- -- --- EASEMENT
CONC CONCRETE RD ROAD
_ _ — — --- — — — PROPERTY LINE (EXISTING)
CONST CONSTRUCTION REQ'D REQUIRED
E EAST, ELECTRICAL R/W RIGHT-OF-WAY
— — RIGHT-OF-WAY ;CURRENT)
EA EACH SF SQUARE FEET/FOOT
EL ELEVATION
BOUNDARY LINE
ELEC ELECTRICAL ST STREET
EOP EDGE OF PAVEMENT T TELEPHONE, TANGENT, TON
"404" WETLAND LINE
EXIST EXISTING TEMP TEMPORARY
- — -- - — - - CAMASETBACK/AEC
FH FIRE HYDRANT �'P TYPICAL
UG UNDERGROUND
FT FEET/FOOT
r ' FLSNV
NOR(Z HORIZONTAL VC VERTICAL CURVE
VERT. VERTICAL
HT HEIGHT
... _..._... SHORELINE/DITCH CL
WM WATER METER
LF LINEAL FOOT/FEET W/0 WITHOUT
BUILDING (PROPOSED)
MIN MINIMUM & AND
MISC MISCELLANEOUS =�
_-_ -- — -- — — WASTEWATER (PROPOSED)
100y - - -- NFIP FLOOD ZONE
- -- - --_ --- -_
:
nq
� BAN 0 6 �.� 14
-CT NAME
DRAWING TITLE
COUNTY OF FDARE
':nC MI-MHD +�`JTY�
I r,-
PRELIMINARY rw tF
T PUBLICBEACH ACCESS
(Al�tlTHE REGl O NAL
"`
DEVELOPMENT
AND OCEANFRONT PARK
w�
GRAPHIC
SCALE: KINNAKEET TOWNSHIP,
1. So DARE COUNTY, NC
(IF PLOTTED 21'X36")
NUMBER
SHEET NUMBER
GRAPHIC so 0 zs so 100 200
SCALE:
1" = 100'
C-2
7,
(IF PLOTTED 111X1T)

CL
25' _O"±
0 0
w W
6'-0"f 20'-0" TRAVEL St RFACE 6'-O" f
VEGETATED FILTER VEGETATED FILTER
STRIP STRIP
WETLANDS
nC1/4"/FT.
l4 ;.-cr/i:F���T�J\
Jr
Crt_>U•ryC��'! ` OOLC'-:--n--' < nLC6
3 Ln0_) (5-
(jr,
x))1 CUnCQcCyOU
U.Q()l),
3 C// �O L,1
r_}()C: ) � •t��1C)< IJ(..) , nz4.
i � �� F \ ,I t i � � "�� ,. \• / i . \ \\\ 4 n00\J �� Qom` nr,ri )L.)r" 1' ), (`) n,I: I \; � 1
\
>,%/;//r//\l///i /,///, ;/ ,/.'//'./ %// %- - - - - - - - - - - - - - - -
// EX. GROUND SURFACE - /�<�' f/
/ / /�/ PREPARED AND
COMPACTED
SUBGRADE, UNDERCUT EX. UNSUITABLE SUBGRADE MATERIAL SHALL
6" AGGREGATE BASE
PROOFROLL, CONFIRM MATERIAL &BACKFILL BE COMPACTED TO A MIN.
W/COMPACTED CLEAN FILL COURSE PREPARED AND 95%tl MAX. DRY DENSITY AS PER PRO. VEGETATIVE
W/GEOTECHNICAL ENGINEER UPON MATERIAL AASHTO T99 & NCDOT SWALE, (SEE GRADING COMPACTED TO 100%
OF DRY UNIT WEIGHT AS & DRAINAGE PLAN
COMPLETION &PRIOR (APPROX. 4"-8" DEPTH) PER AASHTO T180 & SECTION 500 PRO. 2"0 WATER FOR DEPTHS)
TO PROCEEDING NCDOT SEC. 520 SERVICE LINE, (SEE
UTILITY PLAN FOR
ALIGNMENT)
PROPOSED DRIVE AISLE SECTION
NOT TO SCALE SECTION VIEW (THROUGH WETLAND PORTION)
TABLE OF SIDEWALK JOINTS
TYPE
LOCATION
20' CENTER TO CENTER ON SIDEWALKS, P.C.
"A"
AND P.T. OF CURVES. JUNCTION OF EXISTING
AND NEW SIDEWALKS, DRIVEWAYS, AND
SIMILAR STRUCTURES.
"B"
5' CENTER TO CENTER ON SIDEWALKS.
TABLE OF CONCRETE TYPE
"D"
LOCATION
REINFORCEMENT
4"
SIDEWALK
6x6 W1.4xW1.4.
I
HANDICAPPED SIGNS-
SEE DETAIL THIS SHEET
HANDICAP STALL STRIPING
r'!nT TO SCALE (SEE PLAN FOR LOCATION)
1/2- 1/8' -7 � � � � 1/2
VARIES 1/8"-1/4`'
SEE CONSTRUCTION R' . D/4
PLANS FOR WIDTH} l/2" R ; .
:a• f.� . .'..s• a d.�. di
SLOPE: 1% (MAXIMUM) E '
` d , A
. - ♦•,, :N. :'::..' .L.: Alt r i,
1/2- PRE FORMED e
EXPANSION JOINT 1/2" PRE FORMED
EXPANSION )DINT
4" (MINIMUM) FILLER -
FILLER
TYPE "A" JOINT TYPE "B" JOIt!T TYPE "C" JOINT
COMPACTED D
2" SAND CUSHION ON THOROUGHLY - SUBGRADE
COMPACTED SUBGRADE WHERE SIDEWALK ABUTS DRIVEWAYS
6" X 6" X AND CONCRETE CURBS, ETC
W1..4xW1.4 W.W.F., CLASS "A" CONCRETE.
PLACED @ SECTION TYPE 'A' UNDOWELED
MICA -DEPTH
CONTRACTION (CONTROL) JOINT
NOTES: N.T.S.
TYPE "A" TYPE "B" TYPE •A- 1. PATH SHALL HAVE A 4" MINIMUM THICKNESS UNDOWELED TRANSVERSE CONTRACTION OR LONGITUDINAL
JOINT JOINT JOINT 2. ALL PATHWAYS WILL BE CONSTRIJCTED A MINIMUM OF 5 FEET WIDE. JOINT, SAWED OR PRE -MOLDED. DO NOT DOWEL
EXPANSION JOINT. EXPANSION JOINT. 3 ALL CONCRETE USED FOR PATHWAYS SHALL BE A MINIMUM OF 3,500 PSI. PAVEMENTS LESS THAN 7" THICK
.. ;�4. PATHWAYS SHALL FORM A CONT
INUOUS INUOUS PATH ALONG
G
.i .
r• •4
CONCRETE
EPAVE
MENT N
SECT
ION
..'
T .. • 1' NOT O SCALE
SECTION
• .a• •..•rs! �:: 'i - O VIE
•Fyn •4 J >,• • t
CURB GENERAL NOTES;
5'-,0" CONTROL JOINT. 1. USE ACI 330R-01 GUIDE FOR DESIGN AND CONSTRUCTION CIF rnNCPFTF
PLAN
-' CONCRETE PATHWAY INSTALLATION DETAILS
NOT TO SCALE (SEE PLAN FOR LOCATIONS)
2" X 8" CAP
W/ Y8" MIN. EDGE RADIUS
2" X 4" RAIL BOLTED
TO 6" X 6" PILING W/
5/8" DIA. GALV.
THRU-BOLT 112" MAX
i
HANDICAP HANDRAIL �-- 8"MIN. EDGE RADIUS
20 NAILER BOARD
W/ 2x8 HANDRAIL 1 112" MAX
o
2 X 2" WOOD SPINDLES
@ 4-1/2" O.C. i\I
2" X 10" BAND
2" X 8" P.T. JOIST @ 16" O.C.
W/ %4 X 6 DECKING -
2" X 10" BAND WITH ' ('
5/8" THRU BOLTS
(2) 2" X 10" GIRDER ONE EACH
SIDE OF PILING W/ (2) 5/8"
DIA. GALV. THRU-BOLTS
6" X 6" PILING WITH MIN. 8'
EMBEDMENT @ MAX 8' O.C.
NOTES:
1. ALL CONSTRUCTION TO COMPLY WITH FEDERAL,
STATE, AND LOCAL REQUIREMENTS.
2. ALL LUMBER TO BE SALT TREATED.
3. ALL PILES TO BE 6" X 6" BELOW GROUND RATED
USE.
4. ALL FASTENERS TO BE HDG.
5. RAMP HANDRAILS SHALL BE 1 1/4" TO 1 112" IN
WIDTH OR DIAMETER WITH THE OUTSIDE OF
THE HANDRAIL A MAXIMUM OF 5 112" FROM
THE WALL FACE.
6. HANDICAP HANDRAIL REQUIRED ALONG RAMP
SECTIONS ONLY.
7. CONSTRUCTION OF DECKS & LANDINGS TO
MATCH THAT OF RAMP.
TYPICAL ELEVATED WALKWAY DETAIL
NOT TO SCALE CROSS -SECTIONAL VIEW (SEE PLAN FOR LOCATIONS)
DRAWING SCALE: AS NOTED
PROJECT NO.: P1031
DRAWING NO.: P103100B1
DATE: 10-20-13
I
D RAW N BY: D M R
CHECKED: OBC
NUM. I REVISION
PARKING LOTS
2. USE ACI 330.1-94 STANDARD SPECIFICATION FOR PLAIN CONCRETE PARKING
LOTS
3. ALL CONCRETE USED IN PARKING LOT, UNLESS OTHERWISE INDICATED, SHALL
HAVE A COMPRESSIVE STRENGTH OF 3,500 PSI AT 28 DAYS.
4. PREPARE THE SUBGRADE IN ACCORDANCE WITH THE GEOTECHNICAL
ENGINEEER'S RECOMMENDATIONS FOR RIGID PAVEMENTS. THE SOIL
SUBGRADE BENEATH PAVEMENTS SHALL BE COMPACTED TO AT LEAST 95%
OF ASTM D 698 PRIOR TO ANY PLACEMENT OF SUBBASE FILL OR STONE
BASE COURSE.
5. IMPORTED SOIL USE FOR BACK FILL SHOULD BE FREE OF HEAVY CLAY, SILTS,
STONES, PLANT ROOT OR OTHER FOREIGN MATERIAL GREATER THAN : z '
DIAMETER IN ORDER TO ACHIEVE ADEQUATE COMPACTION AROUND ht,j T
FIXED OBJECT IN GROUND. ALTERNATE WILL BE TO USE FLOWABLE FILL.
6. THE MINIMUM PAVEMENT THICKNESS FOR LIGHT TRAFFIC APPLICATIONS
SHALL BE 4 INCHES. & 6 INCHES THICK FOR DRIVEWAY APRONS.
7. KEEP ALL JOINTS CONTINUOUS WITH A MAXIMUM JOINT SPACING OF 10 FT,
8. CONTROL JOINTS SHALL BE FORMED OR SAWED WITHIN 12 HOURS FROM
TIME OF PLACEMENT;
A. SIDEWALK -SPACING SHALL BE SAME AS WIDTH OF PAVEMENT AND LESS
THAN 5 FEET IN LENGTH
B. PAVEMENT -MAXIMUM SPACING SHALL BE 2.5 TIMES THICKNESS IN UNIT OF
FEET AND LESS THAN 15 FEET IN LENGTH (E.G. T=4 INCH SPACING AT
10'x10')
9. CURE CONCRETE IMMEDIATELY AFTER FINISHING OPERATION IS COP.1PIETED BY
USING ONE OF THE FOLLOWING METHODS: WATER, PIGMENTED
WATER -BASED CURING COMPOUND OR VISQUEEN AND BURLAP
12"
CAP
RESERVED
PARKING
SIGN: R7-8 OR R7-8A GREEN -
18"
BORDER AND LEGEND WHITE -
(�
BACKGROUND BLUE - IN
1
ACCORDANCE W/ H/C STANDARDS
''�-- SIGN: R7-8D GREEN -
4AXIIv1
r-EN
UM
LT v
BORDER AND LEGEND
s
zso
WHITE - BACKGROUND
6„ VA
ACCESSIBLE
-,."-----"VAN
ACCESSIBLE" SIGN
4" WIDE TRAFFIC WHITE
STRIPE (TYPICAL)
Q
Lu
o
N
Q0
w CL
t.,_
O
� z
x
J
"' O
m
@
00
2"
RADIUS CONC. TOP
/
/
�/
3
_
..d.
,4
2500 PSI CONCRETE
A
u.
41
3"
12„
HANDICAP SIGN DETAIL
NOT TO SCALE
(SEE PLAN FOR LOCATIONS)
8"
6" 2„R
6"
Concrete Pavement
3•
18" 4 R
Joint
Seal
" Exp. Joint and
Preformed Joint Filler
TYPE 'D' CONCRETE CURB
[JOT TO SCALE
(SEE PLAN FOR LOCATION)
(!) (2) 5/8" GALV. BOLTS WITH
W
WASHERS
Q 2" x 10- DECK JOISTS @ 16 - x 10" RP:- 1 112" BOLT EDGE DISTANCE.
> 2" x 4" NAILER BOARD O.0
i
4" MAX RAIL °
SPINDLE SPACING ° I--
,
WRAP HANDRAIL AROUND
OUTSIDE OF SUPPORT POST °
iK o I
0
2" Y 10" RAIL CAP s'-0" MIN. BOTTOM'.
LANDING AREA d °HTT
. I Emil=i °
77
MIN. 118- EDGE RADIUS 1 2"' x 4" NAILER a
ON HANDRAIL BOARD r-- -
0 0
-------------
MIN. 1' WIDE x 1/2 DEEP 7-0" MAX. RAILING 7'-0" MAX. RAIUtdG 7'-_- VAX. RAILING- T-0" MAX. RAILING
34 MIN. HGT. 38" :
NOTCH FOR GRIPPING HAND MAX.)) 4� POST SPACING POST SPACING S' SPACING POST SPACING
RAIL. CENTER OF NOTCH 1 ABOVE WALKING SURFACE l
1l2" BELOW TOP OF RAIL. �'_ 30'-0" MAX. R'_'� OF RAMP
2" x 8" HAND RAIL / 7'-0' MAX, O.C.
(2) 2" x 10" GIRDERS -/ PILE SPACING
2" x 4" NAILER BOARD 6" x 6" OR 8" x 8" CONNECTED WITH (2) 5/8"
GALV. BOLTS
SUPPORT POST
2- x 2" SPINDLES
NAILED TO INSIDE OF
2" x 4" NAILER BOARD
i
TYPICAL RAMP HANDRAIL DETAIL TYPICAL ELEVATED WALKWAY RAMP DETAIL
+. ;.`ALE NOT TO SCALE SIDE VIEW
',1ISCELLANEC` IS NOTES: -- -°'
`
,1
-- CREAM IN., MiAbTIONS
CREATIVE ENGINEERING SOLUTIONS, PLLC
FIRM LICENSE: P-0970
262 MOTHER VINEYARD RD.
MANTEO, N.C. 27954
dave^creativeengineeringobx.com
w, ,•;.creativeengineeringobx.com
'EUFAX: 252.473,5566
r•10BILE: 252, 475.0038
LEVEL WITH
PAVEMENT
X
SLOPE
1:12_ MAX. O- o
- -
SIDEWALK (5' STD.)
3„R... ,• -0.01 (MIN.)
SLOPE GUTTER FROM SLOPE CURB 2' DETECTABLE 0.04 (MAX.)
RAMP, STREET OR PARKING WITH RAMP WARNING DOMES 0.02 (MIN.) SIDEWALK 0.08 (MAX) 0.02 (NORM.)
ELEVATION TOP OF CURB 0.04 (NORM.)
6" CURB MAX. I 4„
9"
/ 12:1 MAX, RAMP
TYPE A SECTION
j
NOTE: A PORTION OF ONE OR BOTH RAMPS
MAY EXTEND OUTSIDE THE RETURN.
NOTES
DETECTABLE WARNING SHALL CONSIST OF RAISED TRUNCATED DOMES MANUFACTURED
BY "COTE-L INDUSTRIES, INC.". CALLED "SAFTI-TRAX", WITH POLYURETHANE COATING
"DURABAK", OR APPROVED EQUAL, APPLIED ON SMOOTH (NON -GROOVED) CLEAN CON- RAMP WIDTH AREA
CRETE RAMP, AND SHALL CONFORM TO THE DETAILS IN THE PLANS AND IN ACCORD- IS VARIABLE
ANCE WITH MANUFACTURER'S SPECIFICATIONS AND INSTALLATION INSTRUCTIONS. @ O O O @
z 0.45"R
ALL DETECTABLE WARNING AREAS SHALL START AT BACK OF CURB, BE 24 INCHES IN z O O 0 0 0
d.
DEPTH AND COVER THE COMPLETE WIDTH OF THE RAMP AREA 48 INCHES MIN.. J o.02"R
70% VISUAL CONTRAST IS REQUIRED, THE COLOR SHALL BE AN INTEGRAL PART OF THE q O O O O
DETECTABLE WARNING MATERIAL, AS SPECIFIED ON THE PLANS. COLOR TO BE DETER- N @ O @ O @ @
MINED BY THE TOWN STAFF, SAFETY YELLOW IS THE DEFAULT COLOR.
T.9" 0.4" 2.35"
DETECTABLE WARNING SURFACE: �-.•f 9•� -�4" F._S"
APPLIED A COATING OF "DURABAK" SLIP -RESISTANT POLYURETHANE COATING TO THE - 0.20"
SMOOTH, CLEAN CONCRETE SURFACE. ON TOP OF THE POLYURETHANE COATING APPLY N
TRUNCATED DOMES FROM A "SAFTY-TRAX" CONTACT SHEET. - DETECTABLE PRECAST
ON TOP OF THE TRUN CTABLE CLASS "B"
CA T ED DOMES AND INITIAL POLYURETHANE COATING PLACE THREE ADDITIONAL COATS WARNING DOMES CONCRETE
OF "DURABAK" POLYURETHANE COATING. COLOR TO BE DETERMINED BY TOWN STAFF
OR AS SPECIFIED ON THE PLANS. SAFETY YELLOW IS A DEFAULT COLOR. ALTERNATE MATERIAL MAY SUBSTITUTED, PROVIDED THE
5. ALL RAMPS AND DETECTABLE WARNING SHALL BE ALIGNED IN THE DIRECTION OF PED PRODUCT IS ON THE TOWN'S APPROVED MANUFACTURER LIST
AND THE MANUFACTURER'S PRODUCT AND INSTALLATION
ESTRIAN TRAVEL AND DIRECTED TOWARD RAMP. SPECIFICATIONS ARE FOLLOWED.
TYPE "A" WHEELCHAIR RAMP
NOT TO SCALE
6" AGGREGATE BASE
COURSE PREPARED AND
COMPACTED TO 10096
OF DRY UNIT WEIGHT AS
PER AASHTO T180 &
":COOT SEC. 520
6'-011
-
r
rr r:
ri
1" DIA. HOLE FOR X 30" LG.
STEEL ANCHOR - 2 PER BUMPER
SUBGRADE MATERIAL SHALL PLAN
BE COMPACTED TO A MIN. UNDERCUT EX. UNSUITABLEPREPARED95% MAX. DRY DENSITY AS PER MATERIAL & BACKFILLCOMPAC COMPACTED 3'-0"
AASHTO T99 & NCDOT W/COMPACTED CLEAN FILL
SECTION 500 MATERIAL SUBGRADE,
PROOFROLL, CONFIRM 311 4rr 3rr 2 �rr 6" 2 1/2n
(APPROX. 4"-8" DEPTH) W/GEOTECHNICAL G
ENGINEER UPON „
COMPLETION & PRIOR 4" MIN. REINF.
t'-0"
C to
O Z
CV
ENGINEER'S SEAL
"PRELIMINARY- DO
NOT USE FOR
CONSTRUCTION"
PARKING LOT PAVEMENT DETAIL TO PROCEEDING
NOT TO SCA' = (SEE FLAN FOR LOCATION)
(2) 5/8" GALV. BOLTS VJIT--
WASHE
1 112" BOLT EDGE DISTANC_
Y a^ marl GP
245 X 5'-6"
AOrr N f vn 10" yy" -
ELEVATION SECTION
CONCRETE WHEEL STOP
NO SCALE SECTION, ELEVATION, PLAN
ND
OST
NC_ -,LE SIDE VIEW
PROJECT NAME DRAWING TITLE
COUNTY OF DARE PRELIMINARY SITE
RODANTHE REGIONAL PUBLIC BEACH ACCESS CONSTRUCTION
AND OCEANFRONT PARK
KINNAKEET TOWNSHIP, DETAILS
DARE COUNTY, NC
DRAWING NUMBER
1HOUFEµ1