28-10 OVERSIZE PLANS 10/2009

LEGEND
EXISTING
PROPOSED
TOPOGRAPHIC FEATURES
TORO ELEVATIONS
BY OTHERS OR AERIAL
ELEVATIONS
TC 16.35 P 15.6
EP 15.85
TOP OF BANK
- -
SWALE / DITCH
----i►...'► ..—
TOE OF SLOPE
— —
_ __..
EDGE OF WATER
-
_
WOODS LINEY�
TREE
SOIL BORING
(# AND ELEV.)
BENCHMARK
' EDGE OF PAVEMENT
CURB AND/OR GUTTER
REVERSED OR
TRANSn10NAL GUTTER PAN
` STORM DRAINAGE — —
STORM MANHOLE �
CATCH BASIN
DROP INLET
SPECIAL DESIGN LOW -HEAD
DROP INLET (SDLHDI) —
ITEMS TO BE REMOVED
DRAINAGE AREA IDENTIFICATION A17
AREA IN ACRES 0.75
RUNOFF COEFFICIENT 0.90
DUMPSTER PAD DP
MATCH PAVEMENT GRADE P 15.6 MG
PAVEMENT EP
TOP OF CURB TC
TOP OF BANK TB
SIDE SLOPE SS
MATCH EXISTING GRADE MG
MATCH EXISTING INVERT Ml
WATER MAIN 4" WM
BLOW OFF VALVE
WATER VALVE
FIRE HYDRANT
WATER LINE BEND
WATER REDUCER
WATER METER
WATER METER VAULT E]
" IRRIGATION SPRINKLER _#�
N SANITARY SEWER 6" SAN
S SANITARY FORCE MAIN 6" SFM
SANITARY MANHOLE
SANITARY CLEANOUT ,n FORCEMAIN MANHOLE /
/F J
FORCEMAIN VENT
FORCEMAIN VALVE MIN
GAS VENT E8
t GAS MARKER G
GAS CONTROL BOX E
GAS METER D
GAS VALVE
CATV INTERFACE BOX
{ CAN LONG PEDESTAL IM
LTA CATV PEDESTAL ��TV
SATELITE DISH r
CATV SURFACE PLATE C)
TELEPHONE BOOTH V
rELEPHONE INTERFACE BOX ED
TELEPHONE MANHOLE OJ
TELEPHONE PEDESTAL 0
TELEPHONE STAND ��
FIBER OPTIC MARKER E4
ELECTRIC GUY WIRE --{
ELECTRIC POWER POLE
ELECTRIC TRANSFORMER ❑A
ELECTRIC STREET LIGHT ;�—G
ELECTRIC PARKING LIGHT
UNDERGROUND
UTILITY PAINT MARKINGS
COMUNICATIONS
CUN (ORANGE PAINT)
ELECTRIC
_.... _% -. �.__......_..._. (RED PAINT)
-a GAS
(YELLOW PAINT)
SEWER
(GREEN PAINT)
WATER
(BLUE PAINT)
MISCELLANEOUS
TRAFFIC BOLLARD .
TRAFFIC SIGN
MAILBOX E]M
NEWSPAPER BOX
FLAG POLE —•
PROPERTY MARKERS
FOUND SET
O PIN
0 PIN IN CONCRETE
® DRILL HOLE
O PIPE C
O DOT MONUMENT •
�❑ STONE
EROSION & SEDIMENT CONTROL
INLET PROTECTION IP
CHECK DAMN CD '
TREE PROTECTION O
SILT FENCE SF
101(j,000 000,00 0
CONSTRUCTION ENTRANCi CE n00 CE °^
( 0 Onn OooO\)�o
41
2009 201() Progects,11111111
ID
West F40
irst
Town of Kill Devil Hills
PROJECT BENCHMARKS:
See Sheet 2
DATUM NOTE:
VERTICAL DATUM REFERENCE:
NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88)
HORIZONTAL DATUM REFERENCE:
NORTH CAROLINA COORDINATE SYSTEM OF 1983
NAD 1983 (2001 HARN)
TOPOGRAPHICAL INFORMATION:
The topographical information was prepared by
Engineering Services of Virginia, Inc.
3351 Stoneshore Road
Virginia Beach Virginia, 23452
Phone: [phone]
Fax: [phone]
EXISTING UTILITY NOTE
Am —
[:)are County, North Carolina
for
Town of Kill Devil Hills
This plan does not guarantee the existence, non-existence, size, type, location, alignment or
depth of any or all underground utilities or other facilities. Where surface features (manholes,
catch basins, valves, etc.) are unavailable or inconclusive. information shown may be frorn
utility owner's records and/or electronic line tracing, the reliability of which is uncertain. The
contractor shall perform priior to installing affected pipes, whatever test excavation or other
investigation is necessary to verify locations and clearance and shall report immediately any
discrepancies to Engineering Services of Virginia, at 1-757-468-6800.
BEFORE YOU DIG,
Call (toll free)
1-800- 632-4949
"NORTH CAROLINA
ONE CALL"
Kitty
Hawk Bay
z \
1217
�Site
CAPTAIN'S �t
9R CIRCLE y0i
Sp
CUa CAPT.yh•c �'� ^. /
CT�i LANE o
4PLE CT. S BqY
,Site °R"r
PTLE CT. CZ• o
c It! SUNSET
F<< R rc 0 ENE o AVENUE
O
ELM CT.VIRGINIA
a AVENUE
q, TQE(72APH CT. 0 li` � Z SEA SWEPT
�Y
= ROAD
o o UPPER DUNE
a GO F ROAD
J �
Location %ip, kale: 11I = 1,000'
NOTE:
1) An approved set of these plans shall be kept on site during construction.
THIS SET OF DRAWINGS SHALL COLLECTIVELY BE KNOWN AS
2009 / 2010 Projects: West First Street
DATED 1 0/23/2009, AND SHALL CONSIST OF THE FOLLOWING
SHEETS, EACH BEARING THE DATE INDICATED BELOW:
SHEET INDEX
SATE
10/23/09
10/23/09
SHEET NO.
1
2
TITLE
Cover Sheet
Overall Layout and Plan Sheet Index
PLAN AND PROFILE SHEETS
DATE
SHEET NO.
TITLE
10/23/09
3
West First Street
10/23/09
4
West First Street
10/23/09
5
West First Street
10/23/09
6
West First Street
10/23/09
7
West First Street
10/23/09
8
West First Street
10/23/09
9
West First Street
10/23/09
10
West First Street
10/23/09
11
West First Street
Existing Conditions
GENERAL NOTES & DETAILS
DATE
09/01 /09
09/01/09
10/23/09
10/23/09
10/23/09
10/23/09
10/23/09
SHEET NO.
S 1.0
S2.0
D1
D2
D3
D4
ES1
STATION TO STATION
10+00 - 15+50
15+50 - 21 +00
21 +00 - 26+60
26+60 - 32+25
32+25 - 37+50
37+50 - 43+00
43+00 - 47+40
47+40 - 53+25
47+40 - 53+25
JAN 21 Z
TITLE eopC#J"0C
Bulkhead Plan 41
Bulkhead Sections And Notes
General Details
General Details, Sections and Utility &
Stormwater Mangement Details
West First Street Road Sections
General Details
General Details & Erosion & Sediment Control Details
UL, 0 3 6j
Driveway Key
=�
ji0Q47rM
Exposed
Denotes Driveways To Be Poi; -edIlZclbefh
Clty
Aggregate DW
With Exposed Aggregate Finis .
C
Denotes Driveways That Have A
Special Color And Or Special Texture,
NO. DATE
REVISIONS
,�Af?o�;2,,
J
L
engineering services of virginia inc
;� ��• F/
Civil Engineering - Land Surveying
�AL�
3351 Stoneshore Road, Virginia Beach, VA. 23452
.
[phone] FA [phone]
6
E-mail: email@>esiofva.com
<� �; �,
''1°tiA ��•��'���,.�''
Approval Date
Sheet
Total Disturbed Area - 1.86 Acr ec)
U F, �� ��`�
,,ej11"ililt, 0-
Date Project I
Drawn Byl Checked By I File Name 1
10/23/09 1 09010
1
JLR I WPB I m:109101Olconstruclionol6�,109010shoot00Ldwg

NORTH CAROLI
SOUTH C00RpINAT
i20p NE, NAD S9ST
HARN l 83 M OF 7 983
Kitty Hawk Bay
Kitty Hawk Bay
- - - - - - - - - - - -
1 I I I -- \ \
I
Pj
\ \\ \\
\ \ \ \ \ \ \ \ \ \ m 7 \
a � , - \ e \ \ \
PBM \ m V \ \ \ \
� � ,"�-' { A enU
\ , , �' \ Spike in Tree N II , se \ �-
\ \ Sheet 3 \ ` \ \ � � \ \ \ , � ,�-' I \ p � � ,"-' Sun
`,, --' " _ +-----� Sheet 7 L '\ _ Sheet 8 E/ev=7.57 op
u sheet I Sheet 6 -- T --T-- -- _ W
Sheet 5 ,� I - - Sheet 9
\ \
\ I ` \\ Firs
Vue \ \\ \\
AP,n \ \ \ \
vv A I I I i. i" v Virgin
\\ \ 1 Sn%ke ree
8 i ,' \PBM \\ \t L -
c7 . , ,' \Chiseled Sc�Uare
\ A A I Ir
--\ \000
ne
\\ ` COU►� a \\ \\ , \\ `\ Ke{Gh �a \ `\ \\ '' `\ _ \ t'Rpad
a SW \ \ , \ Mapie \\ \`,'' "fir,, " \\ ` \ e
--, I \ D
tCM
\ \ \ \ `,PBM \
,
C00 \\ 6(�iseled vlrel \ , e Road
\ Ve 1 ; 1 ,-' er pun
I Drl - =- E/$v,7<50 / ` UPp
\ le CoU ,-'' \ , \ I r' ,,-'t\ \\ \ \ \ \\ \ Gana \
\
\ i Y, ,\ \ e
aGhe Stn;
\ E►m coin , ---� I \\ \\ ,-- ,a
, \
l \
, t 1
\
` \
\ \
i
W� First
\ -a \
l
\\ aple court a
t
�.t
\ C,004 -
Myrtte
\
{ I 1
\ Z
r
,
1
\ i m
'
t
4
50
-
I
-r--- ---- --- ----
�
a
bane v vv _
ch
_
v
. on_
r-
-
m
Cvv
I
_ _
"Way ......
=
-
\ig
al
al
al
Gan
Road Baseline
Information
Scale: > " =
200'
Line Table
Line # Direction Length
L1 N19°33'03"W 50.00
L2 N 12' 15'31 "W 45.04
L3 N12'24'02"W 351.26
L4 N27°58'13"W 73.94
L5 N3°13'13"W 188.09
L6 N27°50'39"W 188.34
L7 N12°24'28"W 497.13
L8 N12°24'28"W 94.22
L9 N51 °29'39"E 92.32
L10 N51 °33'29"E 85.22
L11 N51°28'23"E 156.20
E`-03
�N
Curve Table
CURVE
DELTA
RADIUS
ARC
CHORD
TANGENT
CHID BEARING
C1
10'53'34"
1313.53'
249.72'
249.35'
125.24
N24°59'50"W
C2
37°39'44"
364.05'
239.30'
235.02'
124.15
N11°36'44"W
C3
19°28'39"
730.81'
248A4'
247.24'
125.43
N2°31'12"W
C4
18'1019"
465.73'
147.71'
147.09'
74.48
N3°10'22"W
C5
18'18'50"
521.90'
166.82'
166.11'
84.13
N3"14'37"W
C6
15°34'11"
185.39'
50.38'
50.22'
25.34
N20"11'08"W
C7
24°45'00"
179.72'
77.63'
77.03'
39.43
N15°35'43"W
C8
24°37'26"
322.49'
138.60'
137.53'
70.38
N15°31'56"W
C9
27'19'43"
500.00'
238.49'
236.23'
121.56
N14°10'48"W
C10
11 °53'32"
875.78'
181.78'
181,45'
91.22
N6°27'42"W
C11
19'28'16"
434.63'
147.70'
146.99'
74.57
N2°40'20"W
C12
19'28'16"
439.63'
149.40'
148.69'
75.43
N2°40'20"W
C13
63°54'07"
237.96'
265.40'
251.85'
148.41
N19°32'35"E
C14
18'12'09"
632.07'
200.80'
199.96'
101.26
N60°34'28"E
0
0
0
�0
V
0
0
N
N
z
0
W
0
W
Q
0
W
J
Q
Z
(n
cC3
5
cd
V
r�
O Q
4)
Q
CAR
- A -
=�: 1 6
1012JI09
C
N
C
Co
N
W
•>
� �
@ (0 U
V)
O
m
'0
0
C 0
C`�N
N
J
N
U
/^CCU
LL
0
NN0 0 0
C
N
C LL (0-
0) -
CWr3E
.L'
- N ^ W
0\
a) N
ANC
C
'C))
a
J
M
C
L
o
t-
SCALE: 1 "=200'
File Name:
M:\09\010\Construction Plan\09010
Sheet 002.dwg
APPROVAL DATE: 00/00/00
PROJECT: 09010
SHEET
2
DRAWN: JLR
CHECKED: WPB
DATE: 1012s/09

10+ .00
NORTH A
CARLiN
OON H Z_ DIlv ATE SY
(2001 H RN) 1983
AM OF 1983
N/F N/F N/F N/F N/F
PEARSON, MARK P. HENNESSY, PATRICK J. \ HENNESSY, PATRICK J. SCANGO, DAVID EARL CUMMINGS, ANNA ESTELA
SMITH, SCOTT A. D.B. 1519, PG. 276 C D.B. 1519, PG. 276 D.B. 654, PG. 426 D.B. 1652, PG. 73
LOTS 1 & 2 14+04,08,-14,25' LOT 42 � D.B. 1780, PG. 498 LOTS 1 & 2 o DI LOT 43
1414 W. FIRST ST. 1412 W. FIRST ST. C� N LOT 3 1414 W. FIRST ST. � 1410 W. FIRST ST.
PEARSON MARK P. o RIM 3.85 Low Side
' 1418 W. FIRST ST. 13+96.42,-30.88, 0 3.90High Side 14+52.00,-14,50'
SMITH, SCOTT A,
(Vacant) @) S /NV 0. 52
Vacant 24"" /NV 0450 a (NE) /NV 0.52 SDLHD/ (S42)
D.B. 1780, PG. 498 13+12.00, -12,50' O (S)) IN 0. R/M385
LOT 4
1420 W. FIRST ST. SDLHD/RIM 4 (S41) (N) /NV 1.90 12"/NV 1.92
(Vacant) T 12"/NV 1.95 N
++tX +-
m .-
co
12+24.00,-14.25' `
Right Of Way Of "Temporary Turn -Out" "{' Limits Of Clearing
(Plat Book B, Page 377) _Z D/(S40) 3•90 P 4.15 And Grading (typ.)
� R/M 4.15 Low Side _ - k'btenftaF 1!YBt S43 4.11 S42
m P416 P4.11 P4.15'
3 4.20 High Side _ - - Main Lowering
12"/NV 1.99 (Rerhove P 4.73 P 3.95 P 4.061- 3
Remove &Relocate CD
o _
t +'�' 3 - -- A
ExistingFire Hydrant & ; o 65 4.� • 'y f - - _ 51.y# 42
.. \ rn u P 4 _ 0 S
Plug Existing Line f..: o o 95' 12"HDPE 50' 12 HDPE
3 r� P 4.77 1S
L m it 4.75 _ 7 Sock Drain @0.05% 00 Sock Drain @0.05% P 4.71
- P 4.$0 r p 4.6 Reaaeve Exis mg MP
1'\ Provide 2 1 Services o „ 65 4.50 P 4.98 -
P 4• � P Replace With 42' Of 24
$ °
_ 0. . -' �,.. p 4.6 HDPE @0.20% As' `hown P 4.50 _ �� p
d Aret, +^� r- 4.3 r. 4.55' _..--- Epp
P' 4.38 P e P S41 P 4.90 P 4.77
Remov) �. O - - - - _ _ -
f P 4.69 , , - - - _.- - _ _ P 5, t76
4.24 p 4. 8-12 HDPE 13+ houlde (typ
ter'- P
- P A13C
Sock Drain 0.05/-_.
y. V tr
S
xj
_._ P 4. / _._ . y
s % , t :r Irilet Protection ,
_ 4.B0 - P 4.57 ir5
,. e^pG �.rr^4.P4.80 � , ,, ... 98`.24"HDPE Sock Drain @0.05/0 \ vj
f p 4.80 SW� 3� S40
> „ P 5.15 p 4• _ i.^J' (Lay Radially)
_ F 4.49 / 4 59 15+21.00, 15.00'
o ° 1 S29
p Q�
ci
,
o p 4g1 4+18,9716.33' D/ p0 + D/(S30) RIM 4.20
S29
��- ✓ \* p 4.81 12+0,0. P 4.70
�r? .R/M400 (S) /NV0.64
StopSign(SW/NV 0.60 (N) /NV 0.64
(N) /NV 0.60
Fill Existtng Ditch
np. (Ste.14 17 - 18 27±)Relocated P 4 49
See
Fire HyBrat CDewIIee2 P 513
0(tyP•} (Drainfeld)
P503sh
P_ N
+ 4.82 rn
0h nn p a New Pavement (typ.) IN c}., N/F
N.
0
0
0
m
18' Ingress✓ Egressg,Easement)
(D• B. 966, P
p. 11+00.
-.. ( f1) H J. W
� � HENNESSY, PATRICK N Y.
ram ie D.B.6 W.
- t , � � �^ � D d a .B. 1519, PG. 2 TMAN, EDWARD �
u LOTS 1 & 2 BYRNE M. J.
k �n�. +
\ _ _ N/F D.B. 991 PG. 548
+ 1414 W. FIRST ST.
-/ -- - -X �t�`4, HENNESSY PATRICK J. LOT 41
D.B. 1519, PG. 276 1407 W. FIRST ST.
LOTS 1 & 2
NI o (Drainfield) 1414 W. FIRST ST.
�' + 3
N/F
`N =•Oa 'd ea PEARSON, MARK P. PA VEMENTLEGEND
�
SMITH, \ SA. --�' Concrete Drive way Patch (Drainfield) D.B. 1780,, PG. PG. 498 � �� y
N/F LOT 3 Pa vement Demolition
\ PEARSON, MARK P. 1418 W. FIRST ST.
SMITH, SCOTT A, (Vacant) 4"Pavement Over/ay -�� (3 "Min Per Grading Shown On Plan)
D.B. 1780, PG. 498
LOT 4 3, 2"Pavement Overlay
1420 W. VacaRST ST. Mill & 1"Min. Pavement Overlay
1"Pavement Overlay
New Pavement
y -
Bike Path Pavement
EXISTING UTILITY NOTE
I his plan does not guarantee the existence, non-existence, size, type, location, alignment
or depth of any or all underground utilities or other facilities. Where surface features
(manholes, catch basins, valves, etc.) are unavailable or inconclu3ive, information shown
may be from utility owner's records and/or electronic line tracing, the reliability of which is
uncertain. The contractor shall perform prior to installing affected pipes, whatever test
excavation or other investigation is necessary to verify locations and clearance and shall
report immediately any discrepancies to Engineering Services of Virginia, at 1-757-468-6800.
10 10
rV)
o} ,
o , ill Denotes Location Where
Depth Of Existing Water 9
Main Was Measured. o
_
_..._
n a CY)_ II ® M >
+ J N V N 11 11 > + > > J
g .. f ° > a w_® _ a w W Proposed J _ a_ W _ a w _. a W 6
w > CL w P sed Grade a w __ >..
Above Centerline (typ.)
G,43 /° _ ..__._.__ 3 k . _... _ _.. _ 0.22°/u _ __ 0 11 /0 0.22°/a.
4
m.n
j (Remove) (Remove) Existing` Grade Above Remove5" HDPEExisting
3 I 15" HDPL _ 1 5" HDPE Centerline (typ.) __ _ _ w... �_._ 3
--�
- "kapF SokDram @0.05% 95`-12"HDPE Sock Drain @0.05%
50 =12"HDPE
2 _ Sock Drain @0.05% 24" HDPE 2
98 ' 24"HDPE Sock Drain @0.05% Sock Drain
(Right Side) (Right Side)
1
# ® Existing 8" PVC WM
0 . I _ 0
st_ _ _ _ _-1 ._ _
I h r Remove i
Existing CMP
2 -._ _
I
_ _ _.a
-3 -3
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50
0 3 26i,.
C;
.a �� t
0
z
O
to
w
C�
U
�z
O
I--1
o N CAR �.
E •� �� s
1 6
10/23/09
I BUR N,���.
,0
}^,+ Y
W
LO
L �
U)
Cn
LL O
•
r�
U)
U
)`
N
tQ
N
.�
.
L
U
4-
a0
U
Q
U) m N
N 0
(D
U
J
0)jLL�
C- ro
(D
m 0 0 0
U)
c�(0-
2 a] M
E
W 6 to
.i
W
C
"0
v
to
a�
ght
OR
SCALE:
1 "=20'
VERT 1 n=2'
File Name:
fd:\09\010\Construction Plan\09010
Sheets 003 - 010.dwg
APPROVAL DATE:
00/00/00
PROJECT: 09010
SHEET
3
DRAWN: JLR
CHECKED: WPB
DATE: 1012JI09

N/F
VAN BEELEN, MARION L.
D.B. 1190, PG. 437
LOT 44
40
M
Cd (U
6
co
CO
N/F
BLUSIEWICZ, STANLEY P.
D.B. 1576, PG. 277
LOT 45
N/F
MYERS, GILBERT W. JR.
MYERS, CONSTANCE E.
D.B. 1326, PG. 288
LOT 40
1405 W. FIRST ST.
N/F
GREENLE, RICHARD P.
GREENLEE, DONNA K.
D.B. 1321, PG. 464
N/F
JORDAN, JILL ELLEN
CERVAIS, CHRISTY
D.B. 1377, PG. 398
LOT 39
553 PARKWOOD DR.
N/F
GREENLEE, RIC14ARD P. JR.
GREENLEE, DONNA K.
D.B.1054, PG. 254
N/F
DINTIMAN, GEORGE B.
D.B. 984, PG. 166
LOT 48
2' Shoulder I—
I
N/F
BARKLEY-GRAHAM, TANYA ANNE
D.B. 1312, PG. 131
LOT 1
550 PARKWOOD DR.
N/F
KING, PAUL
KING, PATRICIA
D.B. 1775, PG. 448
NORTH CARO1 `k COORDINATE SYSTEM OF 1983
SOUTH ZONE, NAD 1983
(2001 HARN)
N/F
SKIBO, DENNIS M.
D.B. 1789, PG. 254
LOT 14A
1301 W. FIRST ST.
0
C/)
CD
CD
CD r^
CD
0
PAVEMENTLEGEND
Concrete Driveway Patch
Pavement Demolition
4"Pavement Overlay
(3"Min. Per Grading Shown On Plan)
2"Pavement Overlay
Mill & >"Min. Pavement Overlay
1"Pavement Overlay
New Pavement
Bike Path Pavement
EXISTING UTILITY NOTE
This plan does not guarantee the existence, non-existence, size, type, location, alignment
or depth of any or all underground utilities or other facilities. Where surface features
(manholes, catch basins, valves, etc.) are unavailable or inconclusive, information shown
may be from utility owner's records and/or electronic line tracing, the reliability of which is
uncertain. The contractor shall perform prior to installing affected pipes, whatever test
excavation or other investigation is necessary to verify locations and clearance and shall
report immediately any discrepancies to Engineering Services of Virginia, at 1-757-468-6800.
EEC 0 3 2Lj
Elizabeth Cii
15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+5U 20+00 20+50 21+00
cv0 00O CO � (�O -': 00 utOi W �0 ®O n0 �� o� `;:N N
a5 N CR N c" m N N ('� a 'd;In N �
-s?' to -t CC) Cn 'n Cn e0 Cn 0 zo Cn to 1n 010 00 wi m ri Ce co '-" CD CD co CD (D (D CO CD 0 (O CD
U)
z
0
V)
w
w
Q
0
rC�
V
VAAAAAAA4
O
Z
VJ
•
VAMEAM-01
Fr-y
�
O
rAAAAAA4
• rl
�
Q
,..u1u..•,.
CAR
A.
AR
J
A
. 1 6 : o:
10123109
C)
O
r
� N
Cn LO
L
LL LO
■
U)
U
C
N
LO
c�
N
—
mi0
U 00
0
4—
O
� N � U
IO N 0
N
c
U
J�OfvN
�jCo
LL�
7 co
N
�000)
N
c�co-
mL� ro
C
Wr'
.L
W
c LO
W
40
�
C
C
N
SCALE: 1 "=20'
VERT 1 "=2'
File Name:
V\09\010\Construction Plan\09010
Sheets 003 — 010.dwg
APPROVAL DATE: 00/00/00
PROJECT: 09010 SHEET
DRAWN: JLR
CHECKED: WPB 4
DATE: 1012JI09

m
ii
a�
0
0

NORTy CAROL/NA
Cp
' SOU 2001 i tgNA 7-E
R D 198,3 M OF 19
NIF N/F N)83
ANDRES, SUSAN
(p LAWSON, CONNARD L.
D.B. 1485, PG. 458 LAWSON, MATTIE J.
� LOT 142 D.B. 1447 PG. 456
1 906 CLIPPER CT. / o c o
N� LOT 141 Q CD
O THOMPSON, DUANE E.
904 CLIPPER CT. N
0 THOMPSON, STEPHANIE L. N/F U,
N/Fu,
C-' D.B. 1698, PG. 128 SOUNDFRONT PROPERTIES INC (�
RHEUBOTTOM, JEFREY E. � � t �,
LOT 143 D.B. 1353, PG. 18 ! �� "_t C
o r D.B. 1429, PG. 183
LOT 144 908 CLIPPER COURT �N/F LOT 92 4 rt'
Cl- LAWSON, CONNARD L. 801 CEDAR DR.
3 ,z 910 W. FIRST ST.,
c (p LAWSON, MATTIE J. (Drainfield) g2
3 0 �D.B. 1447 PG. 456
c o o Curb Flush Tie Swale Into Existing Dip 7 -
+I �_ Wipedown DnvewaY LOT 140 Ditch As Shown w
¢° With Existing
a o' 27+34.00,-28.00' 'P 8.06 902 CLIPPER CT. 7.21
SDLHD/ (S12A) P 8.06 �-
� 28+48.00, -28 00' �„ P 8.06 . ` 7.56 v n 1.g0
U TC 7.93 R/M 6.60 1 C P ' ^
Lip ..7.46 8"/NV3.89 SDLHD/-90 S10 Ci I.- ��� C 1.25 P 7.80
JJ' p
+ 6%� RIM 7.50 (Field Adjust To Drain P 8.0 c fC 7' 0 `° °' Lip, � '
TC 7.93C 7 P'7.89 : 9.2 .� -'CD
Lip 7.20 (Convert To Adjacent Property)
MH &Raise - S12 8"LNV 4.62 U 4 - ''CD
Lip 7.46 ) ( )
6.80 Remove Existing DI And Plug &
( Clipper Court � a
TC 7.51 '� : Z Convert To m AbandonExistin 15" HDPE P 6 90 36
Lip 7.51 MH�aise) (S11
7 io 1+ ) 2"Pavement m ti L P 29 (D e-+
P 6.95o, 0 00
O ` Inv SE 3.88 .� - 7.85
P 7.20 Q S12 O Overlay OR e o + (�
> c w 29+45.00,-14.50' Limas Of r 5 / 39 2SO s Se .. O 32 r-►.
TC T.59 p 6 P 7. 74 P 8.3 4 ° o SDLHD/ S9 Clearing t r ,, P 1 C 1• �' arking P 7.33
P 7.10 Li 7.59 ,; . 80 : ( 9 (typ.) �.05 ; : 7.39 walk M t D2 (tY 2 w
n P a 0 c R/M 7.10 15 P Up Cross iI Sheet / TC S
Inv(N) 4.60 P 7. eta 15 .
z 15"/NV4.90 ;% 7.Sg D L7' N
VJ „ f'700 `b P7.84 j i 1C 5
1>2 -15 HDPE f' 7.00 ca S10 O _
@0.09% (Lay Rad/a//y) P 720 cb O - v ✓ P 7.70
CDP7.36_._ N
P7:61 7 1 Patent/a/ Water -
r^ Lr ,,, : 8 - Main Lowering TC 7.68 _ 01
CD P g P
V J 27+ Lip 7.68 6 P 65
801 P 7J2 1.
0 55 . Qp
P T.89 TC 8.26 P 1. } 000r
791 Stop S� n t P 1.
T' 9 (typ.. .% QQv 31+0�
(D V J P 7.68 , P 7.95 Lip 7:79 .�..
2 P 7.74 V
P 7.40 FiP _ S
4 V
P Z ,. � 15 HDPE P 7 g r �/? 't " -
5
95 3 - S �. S,.
_ _-_ r }
09/ La Radial/ ---
? P ,
f' 7, P 8.14 avement ro
_ +............ 81 Necjl N)w Dem /' 8 _. (S3) 1
- �,- :+ r ,- ....._ Pavernen 8+ olrtion t �.�,..�: f ,•.•
/' (tYp• 0 ) P 720 tYp
1 1S den 1. ¢ ,
v. 3 _ o - --7/ ul .v; P
6 15 HDPE 0.30/a - - __ P o
_gC Sh
+. 4
+ 7 40 M - P 3 P 8.35 y- - - _ > 1 C �.
F.
G
P8.26 : �� :=
P - r,• 94'-15"HOPE 0.30% - (S4) S2 41 U
+ +'7.50 @ P 7.65 0,00 S - �; TC 7. Dip CL
�iit11G P 8.,32
m +.
1 2+ 30+ p 8.1 Up
TC 8.60 9 00 P 8.13
-- P 794
Lip 8.13
TC 8.40 20' PavementTransifion From f : .. ' / -� 0` +
+� + } TC 8.54 , �,� Lip 7.93 P T 93 4"Overlay 0 1 "Overlay a \ N i
TC 8.34
i - � - --,
r.
_ ,r
g g Ct€ (S8) gZ� Li 7.87 - - - - - R t
P
N + Ei F # , 00 d,� C1` - �, Curb Returns As Shown } S�
�,. '!_. ' . ` Remove & Replace Existing p
\---V>ooded Area
� ;nv(`�fli) 5:23 � , .�,`�' ` „5 i-tD (S5) �
v
+ M
(S7) . � mom, °'m �
iri
N/F N/F n v'N) 5.14QJ
WILSON, JEAN M. REMIGE, MICHAEL P. �nv(E) 5°23 00 CO N/F N/F
N/F
Inv(W) 5.14 MAY, JOHN W. YEWIC NICHOLAS J.
JACOBS, SIIARON ANN D.B. 1185, PG. 854 O a 00 : PERKINS, RICHARD S. ,
D.B. 1423, PG. 152 LOT 102 Nh s m (S6) PERKINS, JULIA F. MAY, SHARON A. YEWIC, SALLY J.
LOT 103 621 W. LANDING DR. tit D.B. 1113, PG. 663 D.B. 1479, PG. 122 D.B. 1616, PG. 79
909 W. FIRST ST. s LOT 105
9 - : a� LOT 106 LOT 1
905 W. FIRST ST. 903 W. FIRST ST. 711 CEDAR DR. PA I/EMENT LEGEND
L
Q
0)
J
co
* Denotes Connect Proposed
Pipe To Existing Structure.
r y �
h i � t •�
J 3 Z o O
o °° oo�l I
g�r�rn Z
N Z _..
CDN ow j �^ p C7 o � ��`ON CD N00
(y to d' tD V °0 !t• OC) co
+ W N 1
+ ti \ - - > > N (j} 0o - - Z Z II II 11
N Z J t�lY-- d W N��� � LU
W N W N
11
j Lu o w 4" Overaay (3" Min. d wLU
...._.a _ _.w Per 4rades On Plan) IL W
PLroposed Grade 1" Overla
Y
Above Centerline (typ.) 0.08% i
0.40% 0,47%
0.22% 0.94% -
Existing Grade Above
i
Centerline (typ.)
7-- i
I j
94 =15"HOPE @ 0.30%
i
15" HDPE-----------���
112'-15"HDP Sock Drain @0.09% xis .1, y 3'^ PV7VM_ /i �, _ 6" PVC WM East Side)
- --� I(East Side)-
Connect To '
C nnect To o Existing Structure
rng Structure" - . �. _..
0
o �
w
o .-- a I
a
z�
I
26+60
G+ C'01
r' n
i
i
27+00
27+50
28+00
28+50
29+00
29+50
a.-: CO
W it O)
CO M
m �O
,.. to .--
1.0 o? mN
CO �M N
N v
r; r; r•• r
l� •: co
rz °o r co r�
co M„ °0
1: ao co
co co r-
30+00
r7 Ld
�(ov
__FZ]a>._._,__
o�?
Concrete Driveway Patch
Pa vement Demolition
4"Pavement Overlay
(3"Min. Per Grading Shown On Plan)
2"Pavement Overlay
Mill & 1"Min. Pavement Overlay
1"Pavement Overlay
New Pavement
Bike Path Pavement
EXISTING UTILITY NOTE
This plan does not guarantee the existence, non-existence, size, type, location, alignment
or depth of any or all underground utilities or other facilities. Where surface features
(manholes, catch basins, valves, etc.) are unavailable or inconclusive, information shown
may be from utility owner's records and/or electronic line tracing, the reliability of which is
uncertain. The contractor shall perform prior to installing affected pipes, whatever test
excavation or other investigation is necessary to verify locations and clearance and shall
report immediately any discrepancies to Engineering Services of Virginia, at 1-757-468-6800
12
®Denotes Location Where
Depth Of Existing Water
Main Was Measured.
10
9
f
Proposed Grade
Above Centerline (typ.) 9
- -- -- _�7
u Q _T
s
I
30+50 31+00 31+50 32+00
h N
0 r. N
5
0
Z
O
W
D_'
w
Q
r�
LLJ
J
O U
Z (n
CIS
r
rC�
V
p"�
O
ramommall
• romial
f -i
rmoll
h+l
4�
r4
rolmol
^N
F--1
�N CARe
• A -
10123109101,
N
.0
co
co
�i
Lo
c`00 0
N
4-
0�f0�o
�+
M
L c
Q�
J '0) v
4-+
U
j
'�
LL
�+0
00 E
N
Cl) Cis/
Lamm.
N � a)
+
LL(0
�Wt3E
1 •�
000
N
•L
W
C in
6
N
..
�� ^
VJ
'�L
co
a)
r-J
-I
�r
2 Elizabeth of y SCALE: 1 "=20'
VERT 1 "=2'
- 1 File Name:
V\09\010\Construction Plan\09010
Sheets 003 - 010.dwg
APPROVAL DATE: 00/00/00
PROJECT: 09010 SHEET
1 DRAWN: JLR
32+25
CHECKED: WPB 6
DATE: 1012JI09
m
m
U)
ii
i
0
0
rn
0

NORTH CARD A
SOT COORDIN
i2pp IV,
RN) 19g3 M OF 198
3
N/F X D.B. 1388 PG.25 N/F
R/M6.90 808 W. FIRST ST.
MOORE, JEFFREY (SE)INV4.75 33+84.00,-f4.50, LOT 124 (N5) (Remove) T PUGH, ANTHONY
MOORE, ALEXIS (N) /NV 4.70 SDLHD/ (M) 810 W. FIRS T5S
4+58.3f,-26.50' RIM 6.15 N/F N/FPUGH, JUDY ANN
D.B. 1742, PG. 65 33+10.00,-14.50' � U SDLHD/(N4) D.B. 577, PG. 224
LOT 126 SDLHD/ (W) (M /NV 4 68 RIM 5.90 BICKERS, JULIA P. COURSON, DAVID LOT 120
800 CEDAR DR. co RIM6.25 �, Z 8"/NV464 D.B. 775, PG. 83 COURSON, KATRINA 802 W FIRST ST
c�
8'/NV476 `� �? -« U LOT 122 D.B. 1652, PG. 431
t;
+ t Q. `D 4' 8"HDPE *�
O a a u- LO N 806 W. FIRST ST. LOT 121
+ ' _. _ Sock Drain to I m (0 Z 35+88.47,-26.50' (Con CjD
"' vert To
co (d - c SDLHD/(N7) 804 W. FIRST ST. p) �MH
1` P 6.70 : ' . ( �`+i C� 35+33.93,-14.50' N8 Remove RIM 6. f0 &Rai )
1 se
P 6.65 k ( ) ( l 36+98.43, - f4.50' 5.75
P 5:95 _ +� SDLHD/ (N6) ttr 8"/NV 4.57 O
.... S
P 6.4 N1 B IN 4 60 -
RIM 5 95 � DLHD/ (N9)
9V4 co E RIM 5, 65 y
P 6,62; `. P 6,52 P 6.61 r� 8"/NV 4.47 x Inv(E) 4.47
P 6.354,t - P 6. 9 6"HDPE P 6:05 U U
&
P 6.10 C9 C� C9
- , ; :�-,--�. - . .. ... . .... : . • '_' , -_ ,. ' ' ., Drain 7,8„HDPE +i
,.r Sock P 6
_,,? 45 +�
*, U
Z.
_ . Sock Dram a m
. , , . _ 4 -8 HDPE
�.-
._'" µ:,.... ,. M N -� N - ..gyp _ •,
P 6.60 '.- , `; P 6.96 P 6.95
P 6:88 P 6.84 ": - .T ,._ _ _ - f X X P 6.2 Sock Drain "' co cd rn
-_ _ 6.6 ' -'; N3' _ - - _ a - X X X 5 N7 cocd cd �d U c u� ui cd cd Ld
6.82 P679. X P6.46 fl a 4 a
__. P 7.01
,'- u 262' f5"HDPE "` . y►.. !! P 6. X X X a ;
QQ 00
Sock Drain @0.05/0 ,. X
-_-- 1
P6.81 ;. - -_ LO
-
V '
._ :. La Radial/ � w. p` -
8 + 8
,1 PCB P
1 8 "
...„__ . ' 6.25 6.42 ,� .
P _ +
_. ._ 6 -� _ 15 x 1 t. •
0 � _. � P 6.08
P _... P 6.36: �601
�- 6 _
.7 -
CD _ _ 6.32 P 6.4 P 6S 16 P 6:00
P 7.3f
P 6.07
P ,99
_.._.. ..
c.
ZCn co
� � N6 .:
c to
10 - L
Cis � w ... -
P6 -1
_ P 6 73 ` P 6.83 CO (N7A) 7 P 6: 77 P 6.77 P 6.75 P 6.4 P 5.70 N9 P 6.46 P 6.4
r. + Rim 6.31 Pavement y„ ,,
P 6.47 T-8"HDPE F 1 - .... + Demolition. (typ.) a
7,
1 7+ 00 rain @0.05/ -
,.. +"' .,,. � New Pavement (typ:) 0 3 � .
0 Sock D
�. O + �. ro' P72
r ♦ }
N + 1. + +�. �• P �I SL (rQQ P • f GG 648
-
_ 664 P641
P 6.32 P 6.31
N �
...........
N
c, cri
+
N/F N/F N/F N/F Spike ke i n Tee N/F N/F
REYNOLDS, JAMES E. BRICKLE, DAVID C. GRAVES, LEWIS S. GRAVES, LEWIS S. P UY, PHILIP AARON UY, ANTHONY RAMSEY
REYNOLDS, DEBORAH E. BRICKLE, DONNA M. GRAVES, ROBERT H. D,B, 1375, PG. 184 Elev=8.28 D.B. 1609, PG. 157 D.B. 1609, PG. 158
D.B. 1383, PG. 180 D.B. 476, PG. 796 D.B. 974, PG. 778 LOT 79 LOT 80 LOT 81
LOT 76 LOT 77 LOT 78 809 W. FIRST ST. 807 W. FIRST ST. 805 W. FIRST ST.
708 CEDAR DR. 813 W. FIRST ST. 811 W. FIRST ST.
(Vacant) (Vacant) (Vacant) PA VEMENT LEGEND
Concrete Driveway Patch
6
5
32+50
oZ`o�r
1014II1I11
Exposed
Aggregate DW
I
N/F N/F
JERNIGAN, RANDY T. N/F LEWIS, JOHNNY D.
D.B. 1451, PG. 409 CROSS, MARK A. LEWIS, LESA
LOT 125 D.B. 1533, PG. 20
33+30.42,-29.29' CROSS, TAMMY M.
812 W FIRST ST MH(N2J LOT 123
1�
Z.Qlq�....___.
N'
d• a ,� r�
26'8"HDP
@0.05%
Pavement Demolition
4"Pavement Overlay
(3"Min. Per Grading Shown On Plan)
2"Pavement Overlay
Mill & 1"Min. Pavement Overlay
I "Pavement Overlay
New Pavement
Bike Path Pavement
EXISTING UTILITY NOTE
This plan does not guarantee the existence, non-existence, size, type, location, alignment
or depth of any or all underground utilities or other facilities. Where surface features
(manholes, catch basins, valves, etc.) are unavailable or inconclusive, information shown
may be from utility owner's records and/or electronic line tracing, the reliability of which is
uncertain. The contractor shall perform prior to installing affected pipes, whatever test
excavation or other investigation is necessary to verify locations and clearance and shall
report immediately any discrepancies to Engineering Services of Virginia, at 1-757-468-6800.
i
--� - -
r- 12
42
Denotes Location Where
Depth Of Existing Water 0
�Qc> �.z� 2- 11
Main Was Measured m`"" v,
>> ��Na
m �
10
U z- ^�
I
Proposed Grade _
Above Centerline (typ.) Tie To Existing
12" HDPE
Existing Grade Above
{7
262' f5"HDPE Sock Drain @0
05%
(Remove)
12" HDPE
_
i I �
i
33+50 34+00
34+50 35+00
Centerline (typ.)
F_
12" H PE
Existing 6' PVC zm (East Side; jam'
15" x 12"�"'_
Eccentric Reducer
35+50
36+00
36+50
37+00
-'-1
37+50
07
Z
O
V)
W
a_
W
Q
0
w
J
O Q
Z cUn
O
CIS
U
r--�
Z
�
O
w
�
n
r
4�
Q
o N CAR N,
• A -
=�= 1 6 cam=
1012JI09
�i /�/ •�.....•• ��
p��,,p • B ; R . ; ,0;
I
C:
N
lQ
It
.0
•�
C i O1
0)
t �
O
>
Mtq 0
Lo
4_0
+
4
O
7 0 U
m N
^�
W
M
N
N
a N L0 0
C C
J my N
v
C
�>�U
4-1 LO
N
��CO a
N
L
N
(0+Crni ro'
r�LLN w
M
•L
W
CCS
(D
�LO
0 C
C
V)
.05t0
C
co
M
a)
C 0 3 2L.,j SCALE: 1 "=20'
€,tti *f,m1 EE.. VERT 1"=2'
C UA Ift File Name:
Elizabeth Ci M:\09\010\Construction Plan\09010
Sheets 003 - 010.dwg
APPROVAL DATE: 00/00/00
PROJECT: 09010 SHEET
DRAWN: JLR
CHECKED: WPB 7
DATE: 10123109
a�
m
07
LL
m
0
0
rn
0

Q)
Z
,V
J
' I NORTH CAROL N,4
SOUTH 2pRDINN(200NBAR
) 5983 M OF 1983
N/F N/F N/F
PUGH, ANTHONY GARRIS, V. SCOTT (Convert To Pedestrian L MC COMBS, JOHN A. N/F
PUGH, JUDY ANN GARRIS, CAROL M. (N12) --Top & Raise, See Detail)MC COMBS, MARGARET A. C ti OYSTER POINTE ON KITTY HAWK BAY
D.B. 577, PG. 224 D.B. 1343, PG. 120 ;rn 5 95 D.B. 1381, PG. 319
700 W. FIRST STREET
LOT L LOT 119 Inv(N) LOT 118 j
I nv(S) 3 i.3 Z (� co Y >
802 W. FIRST ST. 800 W. FIRST ST. r ) o Connect 8" HDPE 716 CEDAR DR. Remove, Replace & Extend M •Q N
1nvk *� Existing Curb Returns With c
a� _ To Existing DI _ ., � ,N a- (n W
IN ti Wipedowns As Shown (typ.) m p
Remove & Replace Existing
N11 ie� N13 °' a'
P 9 m=.(N11) m 40+15.39,-14.25' .� o 40+81.51,-14.25' +
Curb Returns With Inc• 4, "; C � � � (Convert To Pedestrian � _ 3 � (9` c +�'
Wipedowns As Shown U Q 4 a- (N13) Top &Raise, See Detai/) D/ (N34) �o o = °' D/ (N35)
+r w m +a +i v� 41+30.93,-14.00'
i- ! ;a 5.95 R/M 5.70 0` o r c ° " d R/M 5.70 ,._:
aoo co w.ro U4 �,mH(N36)
+:- 15"/NV 1.40 ui Lo o ,6 o (N)/NV 1,40 W:`
0 o c /M 5.90
C ,cca a3 Limits Of a
+ 0 a. (S) /NV 1.43 95 /NV 1:37
° u: Clearing (tYP•) F- F' '�
+ o r w f5' /NV 1.37
o :.42+80.43,-14.25'
IIIIImammop_ �O fD �' Q_ s r Inv(N) 3.73 �'�}
N14
• e Nf s Ion_
RM5.2 L w
O
r 5 0 o Side
P .85 P 6.10
03
ffa Radially)
., P 5.90 P 5.85
P_6 20 P 6.05 2
_ 5 5 High Side
t
9
w .82
f Li
w,
, p
. - r
P 6.10 SW .7 S /NV 1.29
LO
P 6.0. SW 5:9 P 5.75 P 5J5 _ P 5.80 _ � : P 5.95 P 5.80 N3 .: ..__ .��. =r
":....
, . ....� � 49 15 .:HDPE N /NV 1.29
I�
__.___ .
M78
�77 - 1 - 66' 15,,HOPE -- _
s @0.05 ° TC 5.78 _
.� r. 0 0 TC 6.11 TC 6.60 Lip 5.7B o P 6.03 L' 5,78 154-15 DPE --
P6.27 0 0 P6.24 P6.11 0 P5.89 _
P 6.28 TC 6.65 TC 6.11 <. Li 11 Li 6.16 PavementTC 6 43 -. . _ Lip 5.78 N36 Sock Drain 0.05%
P P Li 5.75 y See Detail Sheet For Curb O @ _
1vCIO Lip 6.18 Li 6.11 %." P6.25 Demolifion(typ.) ., Lip 5.96 k, P6.09 41t 0.00 L R i / P5.71
Q� f 39+ 0.00 40+ 0.00 Return La out With DI (ay aria/y�
- 154' 15"HDPE �, ` « • 40
f P 6.24 P 6.18 P 6.14 New Pavement (typ.) P 6.05 42 f
� /� � Cram+♦ c}rlm P 6 19 0.00 Sock Drain 0. 05/° " P 5.30
P 6.37 Y Y . Firs, �7 L , V `1 qi G l :,', ?, P 6.17 P 5.91 � @ ° � �. w
Q� P 6.25 ' ABC Shoulder t P 6.28 P 6.19 P 6.06 f "E}- La Radially)
`�k --
(YP•) _ G W ( Y Y) r O
ai
P 5.82
, au
46' 15" HDPE @0.05%
(N21) p 5
79
v m � Cp ..,
c
cr
-p Uj LL. n,
_79V (Z)
+ vJy
`_Wooded Area-\
N/F N/F N/F N/F N/F N/F
UY, BENJAMIN SETH UY, ISIDRO P. MOONEY, ANITA L. TAYLOR, AMY ROSE COOK, SAMUEL W. WHITELY, RICHARDSON GIBSON N/F o
D.B. 1609, PG. 159 D.B. 666, PG. 666 D.B. 1134, PG. 222 TAYLOR, JAMES S. COOK, JOAN B. YOUNG, ESTHER NAOMI KLEPEC, LOUIS
LOT 82 LOT 83 LOT 84 D.B. 1610, PG. 23 D.B. 1708, PG. 395 D.B. 1333, PG. 57
LAWRENCE JR.,
803 W. FIRST ST. 801 W. FIRST ST. 715 W. FIRST ST. LOT 85 LOT 86 LOT 87 TRUSTEE PAI/EMENTLEGEND
713 W. FIRST ST. 711 W. FIRST ST. 709 W. FIRST ST. KLEPEC, EVELYN
LORETTA, TRUSTEE
(Vacant) (Vacant) D.B. 1763, PG. 287 Concrete Driveway Patch
LOT 88 Pavement Demo/ition
707 W. FIRST ST.
4"Pavement Over/ay
(3"Min. Per Grading Shown On P/anJ
2"Pavement Over/ay
Mill & I "Min. Pavement Over/ay
1 "Pavement Over/ay
New Pavement
Bike Path Pavement
12
11
10
9
8
7
6
5
37+50
38+00
w
•-
O
a �
Q.
m a�i_rn-ramobto
i N T-
T-
-
r� r7 r7
>> >
o�zzz
m
o�zzz
>> >
38+50
15" HDPE
O
w ^ n
o
+� +Z�»
Existing Grade Above
Centerline (typ•)
f t
9
i
39+00 39+50 40+00 40+50 41+00 41+50
42+00
EXISTING UTILITY NOTE
This plan does not guarantee the existence, non-existence, size, type, location, alignment
or depth of any or all underground utilities or other facilities. Where surface features
(manholes, catch basins, valves, etc.) are unavailable or inconclusive, information shown
may be from utility owner's records and/or electronic line tracing, the reliability of which is
uncertain. The contractor shall perform prior to installing affected pipes, whatever test
excavation or other investigation is necessary to verify locations and clearance and shall
report immediately any discrepancies to Engineering Services of Virginia, at 1-757-468-6800
12
I
11
i
Denotes Location Where
Depth Of Existing Water
Main Was Measured. - 10
,
i
9
�N N c7h�:� 8
+Z���
�0�22
42+50
i;
5
v,_3
-15"HDPE-_" 2
1
43+00
0
Z
O
V)
W
0'
w
Q
W
J
O Q
U
Z (n
ct
0
0
M
U
+I
O
�
O
To -mall
�
O
r
rmmommal
• r-04
=i
Q)
Q
CAR
o
•
1 6
1012JI09
A_ F < ., G^' *- .
I
C
N
0
It
.0
m>
0)•�
O
r IT
to (D U
O
4-
OCl)
3 v �+
U) M
'0
M+
W
M � 0
V)
.�
> C LL
4-1
O
,0
L
L_ +
c
c
LL I'll.-
C�Wr3E
0)01(D'm
C )
'L
W
>•
>(0
N�OC
C N
u)
C))
to
C
co
co
a)
SCALE:
1 "=20'
VERT 1 "=2'
-
a 3 1L„`;
File Name:
M:\09\010\Construction
Plan\09010
r',g,EN, �
; ,:OASTAWIPAR,
Sheets 003 - 010.dwg
qq
�1i��
i:i
APPROVAL DATE:
00/00/00
j;llzabelh City
PROJECT: 09010
SHEET
DRAWN: JLR
8
CHECKED: WPB
DATE: 10/23/09

NORTH A
CgROo� 20NEINATE SY
(200 1 y RN, 19g3 M OF 1983
N/F
OYSTER POINTE ON KITTY HAWK BAY
700 W. FIRST STREET
45+20.93,-14.25'
+
Connect To Exisling 15" PVC Pipe - Dl (N39)R/M 4.95 Low Side
With 15" x 15' Toe, 2-15" 45° + b 5, de
00 High Si
Bends & 12 LF Of 15" HDPE Pipe 5 HSl
+ +�' a (N) INV f- f8 +
Limits Of 44+30.93,-14,25' _.__ 1 .. +4
V
Q Clearing (typ.) DI (N38) _
R/M 4, 95Low Sideate-
. } . ,•...._. . cb '
M 9 5.00 High Side
-) 0 4 ,�
P a. n .,um. _._- �� ... (S) /NV f.22 __ _ ... _ -- .a,°a t,._ •� e. "
CO
Sap (N) /NV 1.22 (Remove) e�
�► 2� # + +� 1 K r ' p 46+08.63,-14.25' C/) U
-_ ! .5 - DI (N40) S
�r�^ P 5.20 P 5.10 Rer I Existing RIM 4.80
'''J
p S a P 5,10 15" HDPE & FES
P5.40 P5.10 (E)INV2.42 c U
S INV1.13 •5
�11 O 62 ' P 5.30 O x co
/�� 00 - P 5.00 P 5.30 P 5.00
(N) INV 1.13 r' 1 w W a
`iJ - - _ _ 90'-15"HOPE O.DS% c� rn
♦ P5.75 146'-15"HDPE@0,05% ___..._ _ 49s d o = E x� 7
,o (Lay Radially) --- - ----__ 0
P 5.20
S, $(� 4 J � 7
SW 5.2
r: P 5,57 Pavem nt P .54 X ,k X
N38 N39 , R
F Demolition (typ.) Q , 93' 15"HDPE@0.05% SIVS 1 480 X X TC 4,£
44+�0.00 P 5.68 P 5.62 HP -�" 2,�
45+Q0.00 , ip 4"89 46+81.40,-14.24'
`V 2'ABC ew Pavement (typ., I P 5.33, o c (' `E DI (N41)
W. First street x
Shoulder (typ.) P 5.58
TCRIM 5.
P 5.37 Lipp oeS too. k 4 B C fj 24" N00.09
1 \' oO p N40 24"/NV 1.09
}- - -
® _ ,
5, 40 -
.. R
_
P535� Co �8g StopSin
� q -
..
g (.
(JV23) + \ \ k... _/n� AFT ffi� sro _ >
T 2yr o0i Cro R18
�mo'de, Replace &
-Extend Existing Curb
,. p S�4 rais�ik�a Returns With
c c ( wns As Shown
(N24)
' do
+cp o + N25) ypJ `S�Oe o ASS r
Pi ... TC 5.0 SOO S Potential Water
Re
Existing
HDPE • ��
�--z Lip 5.05 Main Lowering 114'24"HDPE
(N26) ' o /qb g sr2 � �� s� 4' N41 Sock Drain @0. 05%
+ + ys ee , S (Lay Radially)
Invk 2.42 a � ���
Inv(S) 2,49 v a'
Inv(W) 2.42 >q;a Q P5,39 s�� -o
+ TC .� sz X
J c dip .i P -33 oo .
Remove & Replace Existing
N/F N/F N/F N/F Curb Returns As Shown \ s
KLEPEC, LOUIS MCKIE, JANE H. BLUE DOG MANAGEMENT GROUP, LLC RARY, TIMOTHY REE
\P 5.24
LAWRENCE JR., TRUSTEE D.B. 1359, PG. 89 D.B. 1789, PG. 101 RARY, ELIZABETH R. P
KLEPEC, EVELYN LOT 89 LOT 90 D.B. 1601, PG. 163
LORETTA, TRUSTEE 705 W, FIRST ST. 703 W. FIRST ST. LOT 91 P 5.61 �®
D.B. 1763, PG. 287 701 W. FIRST ST.
LOT 88 syL
707 W. FIRST ST. �� \ ���,• A
m !
h a e1 ell�
a�Vr See
12
N
�0�2?
I
-__.._ _
V
PA VEMENT LEGEND
Concrete. Driveway Patch
Pavement Demo/ition
4"Pavement Over/ay
(3"Min. Per Grading Shown On Plan)
2"Pavement 0venay
M111 & 1 "Min. Pavement Overlay
J .!
1"Pavement Over/ay
New Pavement
Bike Path Pavement
EXISTING UTILITY NOTE
This plan does not guarantee the existence, non-existence, size, type, location, alignment
or depth of any or all underground utilities or other facilities. Where surface features
(manholes, catch basins, valves, etc.) are unavailable or inconclusive, information shown
may be from utility owner's records and/or electronic line tracing, the reliability of which is
uncertain. The contractor shall perform prior to installing affected pipes, whatever test
excavation or other investigation is necessary to verify locations and clearance and shall
report immediately any discrepancies to Engineering Services of Virginia, at 1-757-468-6800.
12
Denotes Location Where Cv
Depth Of Existing Water ii 11
! Main Was Measured.
{ w
I i '
rn
1' Overlay I
I
E =`ing ' Grade Above
Ce--,erline (typ.)
I
_EZds
Drain 0. 93' >5"HDPESockDrain 0.05%
W- f
I
43+00 43+50 44+00 44+50 45+00 45+50 46+00
10
cp U
�>
ti
a_
d
O.
'
9
8
N
N
I
N
con
N
I'
_
+
L6
if ..
I I
w
a
a-
W
(R"emov
18" HDPE
77'-24"HDPE 0. 0. 05%
40+50
4
-- 3
2
24" HDPE Sock Drain
0
-1
47+00 47+35
3tw
zA=' F
111=10eth 04,4
0
Z
O
V)
W
0_
U
CIO
C
h�
U
N
.-a
N
Q
1r--a
hil
CIA
C:
N
Lo
(10
c�
.0
N
.�
> m rn
•fir?
•i
E
®
co 0
�F
V
4-
o
7 Ott U
U)
'0 N N
0
U)
C C r
VJ
> LL.ro
C 6
V)O
+
U)
N(Y0
c
•�
a)LL
MMJ
C'
W t d E
.L
W
(�
N
U o
C
N
�/�+
J
-1
�-i
r
SCALE: 1 "=20'
VERT 1 n=2'
File Name:
W\09\010\Construction Plan\09010
Sheets 003 - 010.dwg
APPROVAL DATE: 00/00/00
PROJECT: 09010 SHEET
DRAWN: JLR
CHECKED: WPB 9
DATE: 1012JI09
m
2
CO
;n
u_
CD
0
rn

LOi 36
607 W. FIRST ST.
13
j 1
12. _ CIA
W
i
C)
�>
10-
V) ND
co
CD
No
8 _... �. .� _ CD_ . _
ai + L6 u
c+D L6 If > L w
w a w i a w
a w ,
0.23%
6
0. 0% 0. ° _
Existing Grade Above
Centerline (typ.)
Q
C�
rd vernen[ uem011rion
4"Pavement Overlay
(3"Min. Per Grading Shown On Plan)
2"Pavement Overlay
Mill & >"Min. Pavement Overlay
>"Pavement Overlay
New Pavement
Bike Path Pavement
t }
-1 n ?
N/F
KOESTER, JUSTIUS C. SR.
KOESTER, MARCELLA J.
D.B. 585, PG. 373
UM LOT 299
b 516 W. FIRST ST.
' 52+07.43, -3�. 00'
Di (N51) '
RIM 6.00 R
15"iNV 1.34 d
07
O
050
( I
+
w
7.02MG±+
i7-)TC
>
W.85
l
Q
Lip 6.85
J
U
Milled Butt Joint & +�
Z
(n
Transition (typ.)
7
;r 1
rs) a �'
> �
^�Q �'�0O
LTC7.D4
11
" . "-- .., ''
Q
.0cl,x
0� +��11,11000
1� +�
O
r�
N/F
1 +1�
SUTTON, CLAIR REESE
j D.B.
Q
1686, PG. 12
LOT 54
N
515 W. FIRST ST.
��
I
U
EXISTING UTILITY NOTE
This plan does not guarantee the existence, non-existence, size, type, location, alignment
Q
or depth of any or all underground utilities or other facilities. Where surface features
(manholes, catch basins, valves, etc.) are unavailable or inconclusive, information shown
may be from utility owner's records and/or electronic line tracing, the reliability of which is
uncertain. The contractor shall perform prior to installing affected pipes, whatever test
excavation or other investigation is necessary to verify locations and clearance and shall
report immediately any discrepancies to Engineering Services of Virginia, at 1-757-468-6800.
,���•,•���•••,•••
M
> a
>
Uj
O v N
a_ ^Q�NN N uO>
_R_.. �?�» O ���ZZ oi�to`�.^ N r (n O
NZ rn co �Z`ZZ N
h O ' 1 co aO
N _. _ __. �_.. emu— >mif if
> �C/) �� w Li a w a w
W w — >
a w
Proposed Grade
Above Centerline (typ.) 0.94% 3.03* —
o 0.06% _
0.33 /°
0.44% — —
.. .. "... -...._ ._._.___._. ....... .... ...fir-� _... - E
(Remove) ! (Remove)
Remo pE 15" HDPE 1i5" HDPE
i—
v
' PVC
WM (East
ExT — — t
isting 6 �ide
_ i I
42'-18 H 83=15" HOPE Sockaai a05% 77'-15'HDPE Sock Drain 0. 05% � — F @ @ 60' 15"HDPESock brain 00.05/0 41' 15"HDPE@0.05
5 x 83" CMP
-6
47+35
47+50
48+00
48+50
49+00 49+50
50+00 50+50
51+00 51+50
52+00 52+50
ND
NCO n
CO I� U?
CO t6't O
:a; th
_- O N IO i[3
st Ln tM coNO M
O r O _. co h
,., f� - O O
O
�
U7 In
�.C7 In Ui
L6 .,"7 In U"i
Ui 6 L6
el t6 �r O O .�� CO
;Y
(D
(0 co I_
M N
- 4
_ 3
1111111111111111101
2
A
1012JI09
i A
o '.,��,A • B, 'R
I
•C
N
cu
�
f9
.0
N
.LZ
C
i O
o
• i
.E 1 E
(p 0
N
4-
W
1, N N 0
M
��
N
►..
J rnvN
�
L
•CEO
C
N
+
N
N C
11iL.
00(D N
.�
W
>
�c�
co
(1)"°v
+j
C
C
'(6)
C
�
N
J1
Ir
SCALE: 1 "=20'
VERT 1 "=2'
File Name:
M:\09\010\Construction Plan\09010
Sheets 003 — 010.dwg
APPROVAL DATE: 00/00/00
53+00 53+25 PROJECT: 09010 SHEET
00 DRAWN: JLR 10
CHECKED: WPB
DATE: 1012JI09
v 0 3 1iiuJ
U)
LL
0
M
O

��
�
0
0.A
o�
° 000
90 Gs��s °�o^
N/F �o
N/F
® o
0,1 �i
0- �h
00
o��°
BUSKE PAUL R.
ROGERS SEAN H.
,� o
N/F �h • + N/F
`O' \ I
<`i °
5` G
KESSER ROBERT KOESTER, JUSTIUS C. SR.
�^ 009 ° o
,���
P
BUSKS APRIL R. ��
�o
ROGERS GERTRUD S. C.
D.B. 1052 PG. 910 KOESTER, MARCELLA J.
0� E r
® °��
MCP • �
0�
p
\
B. 1289 PG. 802
LOT 321
D.B. 1743 PG. 433
LOT 320
LOT 319 „
� I _ D.B. 585, PG. 373
701 CANAL DR. LOT 299
Ip '000
���
c,
4 W. FIRST ST.
602 W. FIRST ST.
f 516 W. FIRST ST.
w
O•
V
M1a ,. 'J tJW �. s c
rQ
in
[o +
Inv
{, t
+r
r
tK
v
W
y,..
Vx1
''-
j
'n t: + _
,,, ,..�'-�,; ' I
rtyn.' � Y-....-,.,._.._._.__......_,n__-.�-. �. \ v . _. _. :.. t, +. ;.j s: ,. ,'.{1 "3 j'�.LiS'.� ...�V o- • r
1
_
i x
t
+�
!top
Lij
.,,
�1�
+
et
�
+First
`L
N
48+! 0, 00
49+�000
514f.00
+ .Op 2p
t
CD
_..
_
—
.-."'�•-•-.....
-
\V
._ +-"`_.......... ...�..._. - '_'�' .: ""�` ,
.,, r _._..._.._ } � � Y'� �;
„k, ., .,. _._.-•.:,
.:,:,,� ,,.>. � _. -.._ ,...
CO
-
_._.,._.._m::. -..,- .. + .., f -' ��**r._.._. � tip.. ....s.,.,.w.
.,
,r..,.
..1. Dc t 4'xC b'�F.caJ1
O
:�0• .. ,-,.Y= .,�, 1 i.,,. "e.1eeC?r ._.....
(0
a
ll v
v
Y
O
\
"'
? .__.., py 3f�J00
t `� 1
to .,.
% ~• 3
wu-„,. s'� !
iT
000
.. �
-
tX
, '-... ,'. � ,`f % ' i M -..-_ ""^•--.,,,.
� V I � t
, • � 6�
Q
C)
_
. .
fo
.<
IW - `
Chiseled Square 9�
rn
+
o ,
q 9� `' }
M
0 +q`,
+
a OO
Q.v rl1�
O
000
`0
N / P
WHITE, CHRITIANE
`C,
rl O
N/F
ADO
p
If-
Q
D.B. 1641, PG. 452
N/F
SUTTON, CLAIR REESE
r--� O
PAGNOTTA, ALFRED N. JR.
D.B. 1616, PG. 160
LOT 53
633 CANAL DR.
D.B. 1686, PG. 12
LOT 54
LOT 36
a
�.
\
515 W. FIRST ST.
r�
607 W. FIRST ST.
r
.L
0
EXISTING UTILITY NOTE
This
Q
�j•
plan does not guarantee the existence, non-existence, size, type, location, alignment
kP
or depth of any or all underground utilities or other facilities. Where surface features
0-
(manholes, catch basins, valves, etc.) are unavailable or inconclusive, information shown
^'
Q•
may be from utility owner's records and/or electronic line tracing, the reliability of which is
uncertain. The contractor shall to installing
�C�
perform prior affected pipes, whatever test
excavation or other investigation is necessary to verify locations and clearance and shall
report immediately any discrepancies to Engineering Services of Virginia, at 1-757-468-6800.
13
12
13
,k0111►►u►8,,ts*
N CA
I
_
I
v
I
�_...
i .___.....
11
v
_ - _ _
w
I ,ft
- �. _ _,, _ -
® Denotes Location Where
Depth Of Existing Water
_.— _ _ Main Was Measured. ._._—
12
11
A
1 6 =
j 012310 �
%� �
♦ ♦ •
'.'. O••••NGI �.`�
-
_
o
0
a
a I
+
a
i
N��••.
•. !J B U RO
9
I
- _
g
_
V
L0
-
pco
N
7
_
7
C_
0)Q (0
—
i
_
p
. %
t' tp 0
_ _
-
—
��
—
a_--- _
_.__..
_
m. _. __
5
UN-
I
_
Existing
Grade Above
O)(Y)
U)
0
c C i` .-
N '05
4
Cdnterline
(typ.)
5" HDPE
15"
HDPE
� LO
V
J m
iLL
_.
i
15
_
__ _ - .
Existing
__
6" PVC WM (Eost
ide)
4
1
Cn
• _ p
�/
a)
C @
O
3
T_ _..
X
W +
O
0 0 O N
C
_C
Existing 6'
PVC WM (East Sid-)4i
_._
i
C
4
2
i-._
t
2
�'C
.�
_ N W
C
j
..j
a
°
•�
M
i
i
LL
i
-2_
i
__ _2
-� r
3 -
5
" x 83" CMP
_ .-._a__ -.,: -3
SCALE: 1 "» 20'
-4
- - ---.r.._ ... _
I
i
•ter+
�-- m��.�, • 0 3 �Y,. _4
VERT 1 =2
I~I�`
IENTM:\09\O10\Construction
0%RF
File Name:
Plan\09010
-5
I
w
_
_ _�
— 5
-
Sheets 003 — 010.dwg
9
I
APPROVAL DATE: 00/00/00
47+35 47+50
48+00 48+50
49+00
49+50
50+00
50+50
51+00
51+50 52+00 52+50 53+00 53„*25
PROJECT: 09010
SHEET
DRAWN: JLR
11
CHECKED: WPB
DATE: 1012JI09
a�
ID
u_
CD
O
O
O

I
I \
\
\
I \
I \
\
I \
\
\
\
\
i
-15' AEC - 5EE
CIVIL DWG5.
\
\
\
/ RIGHT-OF-WAY LINE -
5EE CIVIL 0W65. (TYP) -�
i
50' CANA BUFFER -
5EE CIVIL DWG5. -
/
/
/
/
NORMAL WATER
ELEVATION 0.5'
BULKHEAD PLAN
5/1611 = I' -Oil
\
-50' GANA BUFFER -
5EE CIVIL DW55.
\
J
it oo \
I
I
I
I
I
I
1
\ m
/
NCDOT HIGHWAY /
COMM155ION DI/T6H
/
/
/
/
/
I
i
NORMAL WATER
ELEVATION 0.51
NODOT HIGHWAY
COMM155ION DITCH
5Z�
��° /
APPROX. LOCATION OF
EXI5TIN5 PIPE - 5EE
CIVIL DW65.
Sx PO5T5 o-
(TYP.
® o
2 � ,
0 0.
0
50' GANA BUFFER -
5EE CIVIL DW55.
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
spcK
w
Z
l�
STRUCTURAL- w
SINCLAIR PRATT CAMERON, P.C.
1630 DONNA DRIVE — SUITE 103
VIRGINIA BEACH, VA 23451-6188
757.417.0565 * 757.417.0568 (fax)
WEBSITE: WWW.SPC—ENG.COM
SEAL
o
W
Q
Z
w
olf
CU
z
J
0
LL
w
W
Z
Q
z
Q
J
U)
C6
_
2
W
_
J
J
W
m
U
Y
LL
1""`-
U)
LU
Ld
-
U
L
a
F
~
W
in
REVISIONS
DATE
SEPTEMBER 01, 2009
JOB NUMBER
09-511
DESIGNED BY
WCS
DRAWN BY
WPH
CHECKED BY WCS
SHEET NO.
sloo

TOP OF RAILING
ELEV (+5'-b ")
2X2 PIGKET5 ATTAGH
WITH 2 - 12d NAIL5 -
4" MAX. OAP BETWEEN
FAGS OF PIGKET5
BULKHEAD NOTES
w
spc w
z
3
STRUCTURAL. w
TOP OF RAILING
ELEV (+5'-b ")
2 - 5/4"0 THRU BOLTS
WITH NUT AND FLAT
HASHER AT EAGH 5x5
P05T - GOUNTER5INK
HEAD5 INTO 6x6 RAIL
(HOT -DIP GALV.) --C
TOP OF HALER
ELEV (0'-0 ")
5/4"0 LAG BOLT
WITH OGEE HA5HER
(GALVANIZED) -�
TOP OF HALEi
ELEV (-2'-O ")
5x5 (P.T.) P05T5 -
5EE PLAN
NORMAL HATER LEVEL
ELEV (-4'-T")
(AGTUAL ELEV. 0.59
MAX. GUT
ELEV (45,'-O ")
BOTTOM OF 5HEET
ELEV (-12'-011)
ABOTTTOM OF P05T
V ELEV -oil)
oo­
SECTION.
52.0 3/4" = I' -Oil
2 - 5/4"0 THRU BOLTS
WITH NUT AND FLAT
WASHER AT EAGH 5x5
P05T - GOUNTER5INK
HEADS INTO bxb RAIL
(HOT -DIP GALV.) —
5x5 (P.T) P05T5
A A
2X2 PIGKET5 ATTAGH
WITH 2 - 12d NAILS -
4" MAX. GAP BETWEEN
FAGS OF PIGKET5
GONT. bxb (P.T) RA I L I NO
5x5 (P.T.) HALER
BIKE PATH
_� � �_
1=1 =1 I I ==1 I =
I- i
III1 11=1 I I —I 11=1
III dI1 1 1=
II,,III=11'
(P.T) HALER
---- 3x5 (P.T.) T4 G 5HEET
U5 FABRIG5 U5250 WOVEN
MONOFILAMENT GEOTEXTILE
FILTER FABRIG OR EQUAL
2X2 PIGKET5 ATTAGH
HITH 2 - 12d NAIL5
—GONT. 6x6 (P.T.) RAILING
4" MAX. GAP
,`TOP OF RAILING
ELEV (+5'-6 ")
2 - 5/4"(P THRU BOLTS
HITH NUT AND FLAT
HASHER AT EACH 5x5
P05T - GOUNTER51NK
HEAD5 INTO 6x6 RA I L
(HOT -DIP GALV.) -c
i.,TOP OF HALER
ELEV (0'-01)
5/4"4) LAG BOLT
WITH OGEE HASHER
(GALVAN I ZED)
AMAX. GUT
ELEV (-5'-0 ")
5x5 (P.T.) P05T5
® 10'-0" O/G
BOTTOM OF 5HEET
ABOTTOM OF P05T
ELEV (-15'-01)
2 SECTION
52A) sia° = r-o°
A A
2X2 PIGKET5 ATTAGH
WITH 2 - 12d NAIL5 -
4" MAX. GAP BETWEEN
FACE OF PIGKET5
GONT. 6x6 (P.T.) RAILING
5x8 (P.T.) HALER
BIKE PATH
5x5 (P.T.) T$ G 5HEET
i
I
U5 FABRIG5 U5250 WOVEN
MONOFILAMENT GEOTEXTILE
FILTER FABRIC OR EQUAL
I
2 - 5/4"0 THRU BOLTS
WITH NUT AND FLAT
HA5HER AT EACH 5x5
P05T - GOUNTER5INK
HEADS INTO bxb RAIL
(HOT -DIP GALV.) --�
TOP OF HALER
'ELEV 0-09
5/4"0 LAG BOLT
HITH OGEE HASHER
(GALVAN I ZED) --�
.� TOP OF HALER
ELEV (-2'-0 ")
5x5 (P.T.) P05T5
EACH 51DE OF PIPE
.` NORMAL HATER LEVEL
ELEV (4'-1 ")
(AGTUAL ELEV. 0.59
II -III- I III
PIPE _SEE �1 I 1=1 111 111
=1III-III-I I-
GIVIL DH55. .iIII-III-III-I
=1 I I1 I I=1 I I=1 11=
-IIII I I I-i I I1
-I-I M I I -I -I I-
11 I I=1 I I=1 I I=1 I I=1
BOTTOM OF P05T
ELEV (-20'-0 ")
3 SECTION
ELEVATION AT PIPE
GONT. bxb (P.T) RAILING
5x5 (P.T.) HALER
BIKE PATH
11
II III III -III- II
III1 i 11 I IIII=1 I I —�
i
I U5 FABRIG5 U5250 HOVEN
MONOFILAMENT GEOTEXTILE
FILTER FABRIG OR EQUAL
5x5 (P.T.) HALER
3x5 (P.T.) T4 G 5HEET
LAP FILTER FABRIG 2'-0"
OVER PIPE AND AT LAPPING
5EGTION5 OF FABRIG
HALER
I. P05T5, HALER5 AND RAILS 5HALL BE SOUTHERN YELLOW PINE
NO. 2 OR BETTER. MINIMUM Fb 5HALL BE 1550 P5I.
2. PIGKET5 AND 5HEETING 5HALL BE 5OUTHERN YELLOW PINE NO. 2
OR BETTER. MINIMUM Fb 5HALL BE 1200 P51.
5. ALL BOLT5 5HALL BE A5TM A501 STEEL.
4. ALL HARDHARE INCLUDING NAIL5 5HALL BE HOT DIPPED
GALVAN I ZED.
5. THE FOLLOWING AHPA USE GATE60RIE5 5HALL BE U5ED TO
TREAT THE HOOD GOMPONENT5: THE SX5 TIMBERS AND WOOD
5HEETING 5HALL BE UG58 CATEGORY, THE 6X6 RAIL5 AND
PIGKET5 5HALL BE U04A GATEGORY.
GUT 5HEET5 TIGHT
AROUND PIPE
PIPE - 5EE
GIVIL OH055.
LOCATE P05T5
EAGH 51DE OF
PIPE
PIPE INV.
1EV (5EE G I V I L)
E,4 0 3 2L�j
6mabeth City
07
SINCLAIR PRATE CAMERON, P.C.
1630 DONNA DRIVE — SUITE 103
VIRGINIA BEACH, VA 23451-6188
757.417.0565 * 757.417.0568 (fax)
WEBSITE: WWW.SPC—ENG.COM
SEAL
,.%�'����` CARO��'�
1315
s 146-; %•
III
w
J
co
Q
z
_j
w
O
�
U
0
z
UJ
3
�
Q
LL
UJ
O
z
U)
z
n/
LIB
z
c
O
I-
U)
J
w
0
J
W
Q
=
r /
J
J
Y
J
Z)
m
U.
Cn
uj
F
0
&
F
W
a
REVISIONS
DATE
SEPTEMBER 01, 2009
JOB NUMBER
09-511
DESIGNED BY WCS
DRAWN BY VJ
WPH
CHECKED BY
WCS
SHEET NO.

CF-2
Varies
(See Plan)
6"
L.L
U 1.50'
6"
CF-2
Plan View
R6" c 17
LL
0- U
R6"
Varies
(See Plan)
6" V-6" 6"
See Curb & R2
2% min., s% max. ; Gutter Detail (typ-)
See PlanF.,Slo 6 1":1'
6"
3000 PSI
Concrete (typ.)
Section CF-1 Section CF-2
Curb & Gutter Concrete Flume
NTS
Driveway Hump Note:
To prevent stormwater from road from
going beyond RW line. 8' length and
location of ridge may vary based on grade
c
requirements. Don't exceed 8% without
approval from Engineer or Town Rep.
3 5
►{
�8 I
m
c
EEi
Q)I
3
>�
-p
3 Driveway Hump
o 3
Proposed Grade w
o_
m I (see note)
j
E -0
U 0
((typ /
I ° (-)8.00
o
Existing Grade J
3'
c
n E
Section E-E (Section C&_ Driveway) with Driveway Hump
O,
c
o E
°Ei
Proposed Grade
w a
(-)2 1 Yo
Existing Grade 1
N.T.S.
a
a�
y U
3�
3N
N �
�3
�o
o 'o
Eo
U)
moo
N
�`°.c:
(-)7.o%----
(fyp) - ---------------
3'
P,
Section E-E (Section @ Driveway)
N.T.S.
4„
R2"
CLASS A-3
6" a
Concrete
_ 2%
a
-° A ''p 7„
7„ ° 9
6" V-6"
2'
2' Curb and Gutter
NTS
Standard Curb Wipedown
NTS
F � F
M Match existing
width (typ)
Existing Right of Way
.................................. L ... ....... ........
5'tp
.. ... ..
Swale Swale
............................... .......--�---- --- -- -- -- -- ----
.............................
Dist. from to Swale — 3' \tyM41—
varies, per plans. J C
Centerline of
Pavement G 2' shoulder
F (typ)
-�- - . -
Swale Swale Swale
.......... --- - - ..... ..---�---
Transition Swale position ^ C
as gradually as practical V C
Avoid existing trees, berms,
plantings, etc. as practical,
and as directed by engineer,
while maintaining Swale
gades per plans (typ).
Plan View
N.T.S.
(typ)
1" Maximum Lip (typ) Plan
Flo_ w _ (typ)
2' Transition
R4"
(typ-) 6 Bike Path Curb
Of Wipedown
Fad
MAILBOX
Bike Path Curb Wipedown
NTS
Theoretical Grade Connecting
Driveway Flowlines (typ)
1 Piece of SOD
Plan Grade (install crossways to Swale, typ)
(typ) Plan Grade
Flo-_ w (typ)
2" minimum, 4" maximum to alluw for retention of
future buildup of turf. Where advised by Engineer,
leave Swale & other roadside areas down 1 1/2"
additional below for homeowner -installed SOD.
Failure To Provide This Relationship Will Cause
The Swale To Be Rejected.
Section F-F
N.T.S.
12" minimum, 24" maximum, as shown on plans. 5:1
sideslopes where possible, else 3:1 minimum. Plant
bottom with Weeping Lovegrass.
Section F-F with designated Infiltration Area
N.T.S.
NOTES:
1. CENTERLINE OF DRIVEWAY SWALE SHALL BE A MINIMUM OF 2" LOWERTHAN PROPOSED EP GRADE OR EXISTING
DRIVEWAY MATCH GRADE ELEVATION.
2. ALL NEW DRIVEWAYS, WHERE NONE EXIST OF CONCRETE OR ASPHALT, SHALL BE CONCRETE AND EXTEND FROM
THE ROAD SURFACE TO THE TOWN RIGHT OF WAY. CONCRETE DRIVEWAYS SHALL SE A MINIMUM OF TEN FEET (10') IN
WIDTH AND FOUR INCHES (4') IN DEPTH, EXCEPT FOR THE FIRST THREE FEET (3') ADJACENT TO THE PAVED ROAD
SURFACE WHICH SHALL BE SIX INCHES (6") IN DEPTH, 3,000 PSI CONCRETE. ASPHALT SHALL BE TWO INCHES (2") IN
DEPTH WITH FOUR INCHES (4") OF ABC. WIDTHS OR LENGTHS EXCEEDING THESE SHALL BE THE RESPONSIBILITY OF
THE PROPERTY OWNER EXCEPT WHERE AN EXISTING CONCRETE OR ASPHALT DRIVEWAY IS WIDER THAN TEN FEET
(10'), IT SHALL BE REPLACED IN KIND.
3. AT RIGHT OF WAY LINE, LONGITUDINAL SLOPE OF DRIVEWAY SHALL BE TOWARD THE STREET, NEVER TOWARD THE
DWELLING.
4. FORM AND PLACE DRIVEWAYS WITH SWALES AT PLAN GRADE, BY SURVEY.
5. DRIVEWAYS NOT WITHIN REASONABLE TOLERANCE, AS DETERMINED BY ENGINEER, OF PLAN GRADE WILL BE
REJECTED.
6. IN ALL CASES, DRIVEWAY SWALES SHALL HAVE A STRAIGHT, CONTINUOUS FALL ACROSS ENTIRE DRIVEWAY.
SWALES WITH PONDING DEEPER THAN Y." IMMEDIATELY AFTER RAIN AND/OR FLOW STOPS WILL BE REJECTED.
7. WHERE FIELD CONDITIONS ARE FOUND WHICH APPEAR TO MAKE COMPLIANCE WITH DESIGN GRADES AND THESE
STANDARDS IMPOSSIBLE, OR WHICH APPEAR TO RESULT IN EXCESSIVE OR INAPPROPRIATE SLOPES, CONTACT
ENGINEER IMMEDIATELY.
8. ALL DRIVEWAYS SHALL BE BROOM - FINISHED EXCEPT EXISTING EXPOSED AGGREC;ATE SHALL BE PATCHED OR
REPLACED, AS APPLICABLE, WITH EXPOSED AGGREGATE.
Entrance / Roadside Swale Detail
N.T.S
-�P-
Skipjack Lane Return
NTS
Gutter
C31
I
Proposed Grade
-------------
Existing Grade -f
4" x 4" SALT
TREATED TIMBER
C3' POST
I 6"
36" - 40"
I (
I
o c /\
oil E
w a 1 h: `. 18" MIN
J [; Note:
-' Mailbox Post Shall Be
Tight And Not Wobble
CONCRETE After Installation.
MAILBOX RELOCATION DETAIL
O Cl)
Z C
o ~
Fn (D
a
v „gym,
U) U)
ml
Distance Per Plan
(Typically 2'- 15')
Section G-G (Section Thru Roadside Swale)
N.T.S.
N.T.S.
C:
oc'-
0 C
Cn
m�
Y U
om
3-0
00
_E U
U
a�
C
o -
�m
on Z C m0 Z o
Cn r 2)E
CL o ~ s"
v) a Z3o
�aa
a a; a) u_ 2
W m = °, a.
a) 330)
7u)>
0-1 c n �ca.
0
C > U I yL'c
Proposed Grade w a ¢ mo O
G*JI
cI
---------------
3j
Existing Grade
Distance Per Plan
(Typically 2'- 15')
Section G-G (Section Thru Roadside Swale, Adj. To Low Lot)
N.T.S.
s
JJJ
�r
CA
00
N
z
0
0
W
0_
LLI
a
Q
W
J
O 0
Z fn
c�3
i�
O
M
U
4-J
O
�
�
O
r
h+i
e—I
I-�
hil
\A
A
1 6 cam=
_ 10123109
p�••"•.NGI NEF.•.• �� ��•
V
W
�
f._J
.�
IO
Co
co
co
.�
N
•�
. m >
N 000
OE
0
N I
CO CO ro
mIn 0
N
c
� rnv N
U
�jLL
C-
W
0 0
00
U)
CO
C(0.-
rnI ro
i
W r (D
.i
W
C
6 LO
U
a)
0 v
C
N
N
r
-1
SCALE: NA
" File Name:
- W\09\010\Construction Plan\09010
Details.dW
Isometric View ,� 9
N.T.S. I L 0 3tow APPROVAL DATE: 00/00/00
PROJECT: 09010 SHEET
: ENST
fI 6beth City DRAWN: JLR
CHECKED: WPB D 1
DATE: 10123109
Q
;v
U)
u-
w
O
0
0
O

Right of way half -section
Varies See Plan For Rim Elevation
(#5 Rebar @ 11" O.C.)
Standard 840.54
Offset from L to wale vanes' 3.5' to 30' � s
Manhole Cover & Frame
Brick Is Not Required, But
May Be Used To Adjust
` W
`+
E o E
,0^ > � a�x-
D
VJ _ L W
_JJ I O O "-
> ( Q) N (D \
O) -0 U �'
W W
Structure Rim, per plan I 2' Shoulder Newly -overlaid pavement surface
4;1 A:1 Q
rr 02"I
1 (TYP) See Plan For Manhole
Cover &Frame Location -
FLOOR DRAIN "Structure Invert," per plan
Side Outlet, Min 12" Grate (round or square)
Zurn model #Z-610-90-6NH-DG-HL-VP-LY (or approved equal)*
corrosion -resistant, vandal -proof grate, 35 sq in min. free grate area
II
��
Frame & Cover Elevation
W
ih
4000 PSI Concrete Top Slab
- a
< �_
O
In
<.
? Ud
Remove Existing Rebar
>
Frame And Grate
In
Existing Concrete
Or Brick Structure
V)
z
0
* Contractor shall coordinate outlet type to suit DI connector pipe. _= varies See Plan For Varies LLJ
Connected Pipes
CONCRETE COLLARIENCASEMENT HDPE "N12" TEE Varies
6" wide all around. " 0--
12" Slope sides (not ends) 4:" i match swald. l�For structure on end of pipe. use 12" x 6" reducer.If 12" cross pipe ties in, use cross plus reducer PlantDepth: 12" plus as needed for 3" min. encasementaround bottom of Floor Drain.#Z-610 Installed above HDPE where shown on plans. 6" DUCTILE IRON CONNECTOR PIPES eciaI DesI n o v
Adjust length &slope to suit plan locations &inverts p g cA
of structure and HDPE storm drain. Use HDPE reducing
EXISTING WATER MAIN (Typical location) coupler as required to tie into storm drain as shown in plans.Lo\/`/_Head Dro lnlet
Location and Depth shown on plans is as provided Y Ypby Mr. William Waterfield, Dept. of Public Services, and Provide coupling to Floor Drain
should be considered approximate. Hand -dig and until concrete encasement "locks" drain to pipe. SDLHDfield-verify location and depth of WM at every crossing, Varies
including Connector Pipes for these Special Design DI's.. Coordinate watertight connection to Tee.Section W - W
Manhole ConversionU
Note:Eccentric reducer may be rotated asnecessary to avoid utility conflictsencountered in the field. M SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE zIF SPECIFIED. H Cn �,D" x 12" HDPE - Q ', �;� STATE USE OF SYSTEM ON COVER QQ•Eccentric Reducer Z-610 r o -n �v(I.E.: SEWER, STORM DRAIN, ELECTRICAL) -Q�t-4 -4>'�,r TOP OF COVER (A _UJ
ZHa A �� A , B r=� D Plpe _ z � � � U_(D 15" 24° 12" HDPE 6" pl D }5`'QCOCSCPer Plans) � D �` �+ �~ _ i----------- --- - -(0� I�-I"� il �- - Wn 1, . t� p12" x 6" HDPE Eccentric reducerBOTTOM OF COVERHDPE Tee-- - _ 1 R.Z-610-90 Detail For Road Crossin to SDLHDI m ----PLAN °F C°DERg z PLAN OF FRAME o WLLp Cn 1-111�2 -0 z "ll- = ImZCn
1'-11� _7.5" 6" "Arr 1'-10$rr Q23 QN WM Q c Q,r_1 TYPE #1 jQz _ -J
C OALTERNATE Z10/23/09
Tee Size "A" DI Connector to Z-610 to SDLHDI to Z-610-90 Invert to Rim Z-610 CL to CL Z-610-90 Mo-- sECTION B-Bz ; �24" x 6" Tee 21.0" 6" min 7.75" 7.75" 34.75" or 2.90' 34.75" or 2.90' 4%" 2-0 1/2
MINIM"J" nnn()nrr nr" r2'-91/„ FRAMEUM 181OGHTS - LBS.,/BUR;N��18 x 6 Tee 17.8 6 (min) 7.75 7.75 31.55 or 2.63 31.55 or 2.63 ►111111COVER - 12015" x 6" Tee 16.1" 6" min 7.75" 7.75" 29.85" or 2.49' 29.85" or 2.49'( ) SECTION A -A TOTAL - 300
12"x 6" Tee 14.5"6" (min) 7.75"7.75" 28.25" or 2.35' 28.25" or 2.35'SPECIFICATIONCLASS 30 IRON MEETING SHEET 1 OF 1SHEET 1 OF 1 TYPE #2 ASTM A-48 >/ (n840.54 840.54 _ CN
Where An Existing Drop Inlet Rim Is Denoted "Convert", This Shall Mean Replace Existing Frame & Grate With Capitol Foundry CB2436*PED, Adjusting Structure As Required.ND -
rnQ Q
O IV O p GENERAL NOTES: OO C i 0)
F-1 -# 2" WEEP HOLES GENERAL NOTES: Y�--- MORTAR JOINTS lr2" TO if8" THICK. -�•�_^� USE CLASS "B" CONCRETE THROUGHOUT, Q Q 3 0 00
1<-f• � � ,rUSE CLASS "B" CONCRETE THROUGHOUT. ¢ � ,� � �--� Z � � � `FO-t O� PROVIDE ALL DROP INLETS OVER 3`-6" IN DEPTH WITH STEPS 12" Z=O > FOB O � USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB. Z � = C� CU � / � (O (D0
O 1 31ON CENTER. USE STEPS WHICH C MPLY WITH BTD. DRAWING 640.66. U_ _J a i Z m O �1 --I � On' MZ
+" 1 OPTIONAL CONSTRUCTION -MONOLITHIC POUR 2" KEYWAY OR !i4 BAR DOWELS AT O O DC z _ DEDUCT FOR PIPES) FROM TOTAL GU. YOS. OF BRICK MASONRY. O O d = Z �✓ m ^- O H -i ]� X PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" to �/) O 12" CENTERS AS DIRECTED BV THE ENGINEER, {� Oa -i x ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 640.66. w Q z 0 N©�°n� x x wQzdlLz =Dm = C EUSE FORMS FOR THE CONSTRIfCTION OF THE BOTTOM SLAB. f-(> Q �, ,1 z - USE BRICK OR CONCRETE BLOCK WHICH COMPLIES WITH THE REQUIREMENTS U O O^,C(n ©Q „= - ' I IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB = F- z 1-i = (/:O O � - _ OF SECTION 840 OF THE STANDARD SPECIFICATIONS. Z H O WzAS SHOWN ON STD. N0. 840.00. w z 'Q 71 w1-i � r � �� ? � r; to F- ly O J H Q r I ; IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB (FJ t- �OJ �I � V � CONSTRUCT WITH PIPE CROWNS MATCHING, ccO HQ C7 = z AS SHOWN ON STD. N0. 840.00. O H Q U ([� •- %_" +- INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER. Z H > D FOR 8'-0" IN HEIGHT OR LESS, USE 6" WALL. OVER 8'-0" IN HEIGHT, USE ZO`� D--1LL
> T+ � 12' WALL TO 6'-O FROM TOP OF WALL AND $ WALL FOR THE REMAINING > V/ C 0 Q E
�INSTALLPOROUS FSTONEABRIC DDRAINS,AG OR OFPA MINIMUMAT EACH WEEP CUBICHOLE OFOOT OF NO.E78M STONEEIN AEER, F_ p _< H r 6'-0". QUANTITES TO BE ADJUSTED ACCORDINGLY. CL 0 �11 ♦y 0 Q
co
w O CONSTRUCT WITH PIPE CROWNS MATCHING. G �/Cz CHAMFER ALL Y- � DRAWING NOT TOPOSED SCALEORNERS 1". � O Z DO NOT USE BRICK MASONRY DROP FNLET IN LOCATIONS SUBJECT TO i Is_ 00
Y-- TRAFFIC. � � [�0 3PLAN PLAN CHAMFER ALL EXPOSED CORNERS 1" _� W C I illWITH GRATE & FRAME REMOVED WITH COPING REMOVED M(D �^,DRAWING NOT TO SCALE. ��J W VL/ 5 CN CU a) 0
BRICK COPING (INCIDENTAL) BRICK COPING(INCFDENTAL) -,TOP ELEVATION'C) TOP ELEVATION O Z - O ST E f- LU LL
CZ H % & C3 J►�-
0� Substitute Ca Itol � #4 BAR Z Z Lu N =B„ A $„'Z W w O
6- -.. a F 6' p 3H � - - Substitute Capitol B„ B $„ 3 J-Foundry s„ B 6„ N a a PKD Foundry CB-2436*PED H�' ,z CB-2436 PED _~ o O o 1p o Frame &Grate In All o r�11e _ ;Frame &Grate In I i ac �o of Cases OQo v I , -All Cases -. I I, 6„ z c a cc - UJ��~ _� OUJ N rDOWEL
SEE NOTE DOWEL(SEE NOTE) MAX, PIPE THIS SIDE - 18 = �, SECTION X-XMAx. PIPE rrIs sFaE - fie" '17� rn Im z - SECTION Y-Yx H N SCALE: NA
m z ;� �' SECTION X-X SECTION Y-Y z mM, - - - File Name:
10 z (% O DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN. HEIGHT, H) M:\09\010\Construction Plan\09010
DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN. HEIGHT, FI) w DIMENSIONS OF BOX & PIPE CUBIC YARDS CUBIC YARDS DEDUCTIONS FOR wDIMENSIONS OF BOX & PIPE CUBIC YARDS DEDUCTIONS FO MASONRY ONE PIPE r-
R PIPE SPAN WIDT IMIN. HEIGHT CRETE BRICKSPAN ',WIDTH MIN HEIGHT] CONC IN BOX ONE PIPE.��� t0ils.dwg
D A B H ,�,.:x SLAB F00T HT.'', TOTAL BRICKo A B HBorTOM WALL PER,.�NRI FUR c.s. R.c. V APPROVAL DATE: 00 00 00
H / /SFT. HT. x,:m"G.M, R.C• rIN HeICiHT 0.020 0 032 rrer ^ -}3'-0" ; 2 -0 2 -o" 0.222 , 0.222 0,592 0.015 0,02$ -1z„ a' o" 2 0"' 2'-0„ - 2'-3o.2s6 o:3----13 _ o 6oa o:031 o.oa7 PROJECT: 09010 SHEET
15" s s 2` 3` / , j 0 648 0.023 0 03g 18„ -
« 0.268 0.313 0.678 0.044 0.065
16 2 -6 0.703 0.033 0.04� DRAWN: JLR
_ 24" ! i 0.268 0.313 0.838 0.078 0.113
24' r i 3` 0" l t f 0,814 0.059 0_.088 -- 3' 0'
- T- _ _
SHEET 1 OF 1 SHEET 1 OF 1 SHEET 1 OF 1 30" 3' 0 2'-0" 3'-g' 0.268 0.313 T 0.991 0. 122 0. 170 SHEET 1 OF 1 CHECKED: WPB
3O" 3' 0`" 2'-0° 3' 6" 0.222 ! 0.222 0,$25 0.092 0.127 y
2
840.14 840.14 840.15 840.15
DATE: 10123109
m
m
U_
0
0
rn
q

Match Existing?
cko
0
N
m
patch Existin a
Grade
N
0
3
Match Existing
O
Match Existing
_ -Grade -
10.00,
1%min, 2%,
(See P/an For 6, o�v or
Direction Of Slope)
5U 00'
27.50'
5.50' (min.)
20. 00'(min.)
& Varies
& Vanes
10.00'
See Plan For
Vanes
Swale
O
c
c
'Q
LQ
c
a
U� Um
5 °
N r6
Proposed Pavement 2.10%
Pi
4, 4 1
r_
See 4" Overlay West Side
Road Pavement Section
27.50'
Vanes �,
10' (min.)
& Vanes
O
Q
a�
y
Pavement Widening (See East
Side Road Pavement Section)
m j
Q o
N
Match Existin
wo`Pavement2.10%
40%
Grade
10.f.t ---
Existing Pavement
See4"OvenayEast Side
Road Pavement Section
West First Street
Sta. 12+50 - 15+50 & 25+75 - 27+50
50' Right Of Way
50.00'
22.50'
10. 00,
5.50'
20. 00' (min.)
Varies
& Varies
10' (min.)
10. 00,
& Vanes
See Plan For
c
Swale��
G�
r
,C Pavement Widening (See East
�
W
%
W�
Ll
y Side Road Pavement Section) �
ore
a�i
a~i
U
m j
Q o
Q °
N
1% min., 2% max.
(See Plan For Grade &
4
4. 0� Vanes, Based On Existing Road Varies, Based On Existing Road
4 O%
Match Existing
Grade
Direction Of Slope)
j 4:
/mom/ -fax) - ,
V
��
10.1 t _... - - -
See 1"OvenayWestSide
Existing Pavement
See 1
OvenayEast Side
Note;
Road Pavement Section
Road
Pavement Section
Road Not Concentric TO Right Of
Way From Sta. 32+15 to Sta. 34+54.
West First Street
10.00'
1% min., 2% max.
(See Plan For Grade &
Direction Of Slope)
I000'
15'16 min., 016 max.
(See Plan For Grade &
Direction Of Slope)
29+28 - 47+32
50' Right Of Way
50.00,
27.50'
22.50'
- 5.50'
20. 00'(min.)
&Vanes
Varies
10.00'
10' (min.)
& Vanes
See Plan
For
Swale
a
m
a
W
U C Pavement Widening (See East
Side Road Pavement Section)
LT
-2Im
Ua
U�
U
Q o
Q �
N
N C6
o
4.�
Proposed Pavement 2.10%
Proposed Pavement 2. f0%
4O/
Match Existing
Grade
a.> 4;1
ek ax.)
- - - - -- - -
V
See4"Oven/ay West Side
Existing Pavement
See 4" 0verfa East Side
See
Road Pavement Section
R
Road Pavement Section
West First Street
Sta. 21 +48_+, 24+98± & 29+56±
50' Right Of Way
50.00,
27.50'
5 50' 20. 00'(min.)
& Vanes
22.50'
f0.00' 10' (min.)
& Varies
Plan For
r/e 97 O ,° c o
NV C Pavement Widening (See East W coo
a y Side Road Pavement Section)
h to
o�m
U� U Qo
Q � N
�' Match Existing
4> 4:1 4.0� Proposed Pavement 2. 10% PmposedPavement2.10% 4.,yo Grade
S -
See4"OvanayWestS/de \-Existing Pavement See4"OvenayEast Side
Road Pavement Section Road Pavement Section
Vanes
West First Street
11 +81- 12+50, 15+50 - 25+75, 27+50 - 29+20 & 47+25 - 49+69
50' Right Of Way
m
O
* Existing Pavement Width In Excess
Of 10; East Of The Construction
Baseline, Wi//Remain.
Existing Grade (typ.)
o,
*Existing Pavement Width /n Excess
Of 10, East Of The Construction
Baseline, Will Remain.
2ha/t Concrete Surface Course
7T Type SF9.5A
1-1/2"Asphalt Concrete
Surface Course
NCDOT Type SF9.5A
6"Base (ABC or RAP
(Rec/aimed Asphalt Product))
Match Existing Grade
Multi -use Path Pavement Section
0'- 5'Pavement
Widening
(2"Asphalt Concrete
Surface Course Overlay
NCDOT Type SF9.5A)
2'ABC Shoulder
Stone To Be 2"
Below Finish Grade
1"Sand Layer
Existing Pavement -=_
Existing Grade (typ.)
Leveling/Intermediate Course, 2"(typ.), 1"
(min), 6" (max.) Where Necessary To
Acheive Plan Grade. Asphalt Intermediate
Course, NCDOT Type /19.OB
8"Aggregate Base Course As 2'
Shoulder And Base Beneath
Pavement Widening Stnp
I" Over/ay East Side
Road Pavement Section
1 "Asphalt Concrete Surface
Course Overlay
NCDOT Type SF9.5A
Sta. 29+28 - 47+32
2"Asphalt Concrete Surface 0'- 5'Pavement
Course Overlay Widening
NCDOT Type SF9.5A
2'ABC Shoulder-�
Leve/ing/lntermediate Course, 2'(typ.), 1"
(min.), 6"(max.) Where Necessary To
Acheive Plan Grade. Asphalt Intermediate Stone To Be I"
Course, NCDOT Type /19.OB Below Finish Grade
1"Sand Layer
4�
m
Existing Pavement
8"Aggregate Base Course As 2'
* Existing Pavement Width In Excess Shou/det-And Base Beneath
Of f0, East Of The Construction Pavement Widening Strip
Baseline, WNRemain.
4" Over/ay East Side
Existing Grade (typ.) Road Pavement Section
Sta. 10+62 - 29+28 & Sta. 47+32 - 52+ 19
7.00,
O O
* Existing Pavement Width /n Excess c
Of 10,' East Of The Construction m
Baseline, WO Remain.
W
U
Existing Grade gi (p.)
- - 4> 4:1
10.00'
1% min., 2% max.
(See Plan For Grade)
92.50'
.5 50' 20 00'
2"Asphalt Concrete Surface
Course Overlay
NCDOT Type SF9.5A
2'ABC Shoulder Leveling/Intermediate Course, 2"(typ.), 1"
(min.), 6"(max.) Where Necessary To
Acheive Plan Grade. Asphalt Intermediate
1"Sand Layer Course, NCDOT Type 119.OB
Existing Pavement
Stone To Be 2" Contractor To Sawcut Existing
Below Finish Grade Pavement To Match Plan
4" O ver/ay West Side Road W
Q
Pavement Section Option A o
Sta. 10+62 - 29+28 & Sta. 47+32 - 52+ 19 Ld
O U
Z U)
2'ABC Shoulder
1"....
{
1 " Sand Layer
4.0%
2"Asphalt Concrete Surface
Course Overlay
NCDOT Type SF9.5A
Leveling/Intermediate Course, 2"(typ.), 1"
(min.), 6"(max) Where Necessary To
Acheive Plan Grade. Asphalt Intermediate
Course, NCDOT Type 119.OB
Stone To Be 2"
Finish
Below Finish Grade Existing Pavement
Contractor To Place Stone On Top
Of Existing Pavement To Match Plan
4" Over/ay West Side Road
Pavement Section Option B
Sta. 10+62 - 29+28 & Sta. 47+32 - 52+ 19
2'ABC Shoulder 1 "Asphalt Concrete Surface
Course Overlay
NCDOT Type SF9.5A
f"Sand Layer
Contractor To Sawcut Existing Existing Pavement
Pavement To Match Plan
Stone To Be 2"
Below Finish Grade
1 " O ver/ay West Side
Road Pavement Section
27.50'
Sta. 29+28 - 47+32
10.00'
10.00'
...
O
m
a1
V C
Pamment Wvening (See East
coSide
Road Pavement Section)
y co
L
Q �
N
Proposed Pavement 2.10%
Proposed Pavement 2. f0%
Match Existin
4.0910�
e
4 D/o Grade
10I± Existing Grade t
-- ---yp'
- See 4" Overlay West Side
Existing Pavement
See 4" Overlay East Side
Road Pavement Section
Road Pavement Section
West First Sto eet
Sta. 49+69 - 52+ >9
60' Right Of Wa v
O
C�
0
rC�
V
V�
0
T�--�
C)
�
•
ti�I
O
Cn
r
r---4
Cn
• r�
�----1
a)
Q
[
N
. _
to
C
N
®_
.0
♦�
U
�ar1E
C i
y_
7 QtOj
70
O
in >
C
N
NC I-
N
O
v
J>�
°o
+-+
N
r
o o
i
C
WL'
}�
.�
W
�
� 0)
�
j
0ON
L-
iz
e-
4-0
Cn
W
�r
- -
-=
SCALE: NA
File Name:
M:\09\010\Construction Plan\09010
Details.dwg
APPROVAL DATE: 00/00/00
PROJECT: 09010
SHEET
D 3
DRAWN: JLR
CHECKED: WPB
DATE: 10123109
m
m
co
Cn
0
0
0)
0

o Z
W-V
<
4-4 1 BUFFERED- ENDSECTION<
CD 0 4; ;
> 1-4 0 (D .
r- P-4 -n C0 STEEL TUBE
Mo ui ";Z
0010M
> M W;Z
< < LCL) 3�
F_ Q
=050 <
-0 -n F-m LU
CO F- LL 0
• G) ri 20 U) CC
j:31 M 0
> i! > Z
_< __4 "W" BEAM RAIL >
CD a 0
END SECTION ASSEMBLYPLAN Lu
h"xlo" BOLT
THRU RAIL AND PAY LIMITS
POSTS WITH NUT'. BUTTON HEAD BOLT (10"
AND STD. WASHER LONG)_THRU RAIL AND
POST WITH NUT AND i
"W' BEAM STD. WASHER
7; -121/4" RAIL 6"
rn Z x ;Z
A 00
_15L U. f
>G) u_
W—A
---
O
CD 11s-
CD _T .......
> u)
Ir
Cd
r_ Z SHORT WOO[) BREAKAWAYPOST
>
0 0 BREAKAWAY (SEE SHEET 4 OF 7) 0 Z
0
Z DIA
W <
IDcf) f LINE POST 2%" C[:
OIA, C3
GROUND 2%"
<
LEVEL DIA.
to
cc
>
U5
-n
O o Z
Z uj
co
Co STEEL TUBE
L Lj
END SECTION ASSEMBLY ELEVATION BREAKAWAY
SHEET 2 OF 7 A.T.-I SYSTEM LINE POST
862.021 1862.021
> 0) 0
M 0
-n >...
=wao
Z " 'D -n
G)
>
0) 0
Z
SHEET 3 Of 7
862.02
1205.071
SEE NOTE W ROUTED WOOD >_
GUARDRAIL POST
OFFSET BLOCK
r) led COMMON NAIL rk <F-< <
�
7, WOOD OFFSET ;Z
BLOCK " r-, 0
00(n=
OR 8" 4
STEEL 2M
GUARDRAIL---- LU < < LL_
_j : --o"
wi LL 111 1 0
�1 11� \SEE NOTE 'B' POST Z UJ ,SEE NOTE 'B F-
S_
ri
cc
11- -1 U.
IW6' STEEL POST WITH a" WOOD POST WITH W BEAM 'WI BEAM 0 0 *-4 <
GUARDRAIL FACE ARDRAIL ROUTED OFFSET BLOCK WOOD OFFSET BLOCK GUARDRAIL GUARDRAIL Z
PLAN ISOMETRIC VIEWS a-"
aUj
in
SEE NOTE 'A'
GUARDRAIL POST
N
STEEL POST WITH 8" WOOD POST WITH
DOUBLE FACE GUARDRAIL ROUTED OFFSET BLOCK WOOD OFFSET BLOCK
6-1-DIF
NOTES:
A %" DIA. BUTTON HEAD SPLICE BOLT 114" LONG (8 RED. PER SPLICE JOINT).
8 sa" DIA. BUTTON HEAD BOLT 712"/9" LONG WITH NOT FOR BOLTING 6"18" ROUTED OFFSET BLOCK TO STEEL POSTS OR
%" OM BUTTON HEAD BOLT 18' LONG WITH BID. WASHER UNDER NUT FOR BOLTING TO WOOD POSTS (1 RED. PER LOCATION)
C - FIELD PUNCHING OF HOLES INTO GUARDRAIL SHALL BE AS DIRECTED BY THE ENGINEER.
TYPICAL QUA tDRAIL AND GUARDRAIL POST ALTE,RHATIVE-S
IHI—VISIBILITY CROSSWALK I
SIDEWALK
WCR
24" WHITE
CROSSWALK LINE
�24" GAP] 24" WHITE
CROSSWALK LINE
10' MIN. WIDTH
LEGEND
0 DIRECTION OF
TRAFFIC FLOW
za,WCR WHEELCHAIR RAMP
STOPBAR
ir Z
00
LL
0
Z
cc
I= Z
li4
co
9C
0
CC
_j
Z
HEET 3 Of 7
862.02
2'-0"
7,
DIA
CENTERED
ON 6"SIDF
'..... ---------- ---- -- -
T's " DIA. -
C.�
61, all
> >
<
CP
44
DIA.
7 DIA.
Z
HOLES
SOIL PLATE
THICK PLATE
WOOD OFFSET BLOC
(FOR WDOD POSTS)
rt
SOIL PLATE
M
cn
r�r
ca
34" DIA.
2%'+
> to
2h'
PIA.
>
Z
X
>
Z -M
(A
>
STEEL TUBE
4
IS 6"X8'xo.1875"
rt.4
-
at
j;p Z
STANDARD
SHORT WOOD
LINE POST
BREAKAWAY POST
Z
Z
ZhC=Q
e-,
u_ J
OOU)=
M
LU < < u-
1--Qrro
DIA-
-LLO W_
WLES
_j
5 " <
0 CC
Z F,0) "
>
PL
J_ if Ii L4_j
1N" DIA. SIDE FRONT
SIDE FRONT
BEARING PLATE ROUTED WOOD
�8" THICK PLATE OFFSET BLOCK "W15" STEEL POST
SHEET 4 OF 7 862.02 SYSTEM PARTS
5 Of 7
!. 02
STANDARD CROSSWALK
— 4' MIN., 6' MIN. -
CROSSWALK PEDESTRIAN
-ROSWA TO LK CROSSWALK
GENERAL NOTES
1- THE MINIMUM WIDTH OF STANDARD CROSSWALKS IS 6 FEET. THE MINIMUM WIDTH
OF HI -VISIBILITY CROSSWALKS IS 10 FEET.
2- CENTER CROSSWALKS TO THEIR CORRESPONDING WHEELCHAIR RAMPS, BUT DO NOT
SET THEM WITHIN THE INTERSECTION AREA ESTABLISHED BY BISECTING THE
INTERSECTION RADII.
3- PLACE STOP BARS A MINIMUM OF 4 FEET FROM NEAREST CROSSWALK LINE, BUT NOT
WITHIN THE AREA OF A WHEELCHAIR RAMP. PLACE STOP BARS PARALLEL TO
CROSSWALK LINES, BUT CAN BE PLACED PERPINDICULAR TO TRAVEL LANES,
4- COORDINATE PLACEMENT OF CROSSWALKS IN ALL CASES WITH THE LOCATION OF
WHEELCHAIR RAMPS. (SEE SIGNAL PLANS).
00
­H I j 11 1
I I I ---I
a: Z
0 0
U.
Z
1-4 _j
O C#)
Cr Z
<
0
Z
< -J
to Q
cc
Z
ED
HEET a�OF7
862.02
THICK END PLATE
(n
WITH 11,jo" DIA. HOLE
CENTERED IN PLATE.
END PLATE TO BE WELDED
Mir 0
.
TO ANCHOR PLATE.
tL I0 e
LU U_
<0 CD
cr
21-4
= t�
(13 1­ U_ 0 _j
BREAKAWAY TERMINAL
a <
POST SLEEVE
HEX NUT
%" HEX HEAD BOLT WITH WASHER UNDER
NUT
T-(a REOUIRED PER ASSEMBLY)
ANCHOR PLATE ASSEMBLY
/11b" THICK WASHER 11" DIA. THREADED ROD 0 cr 3C
DETAIL OF STANDARD WASHER 514 " 2%" LL
STANDARD WASHER: TYPICAL USE UNDER NUT WITH WOOD POST Z
71'
\34" DIA. (6X19) GALV. CABLE cc sic
TO BE SWAGED CONNECTED
SWAGED CABLE s Z
< ilia
Oil Z
< _j
DETAIL OF STANDARD HEX BOLT AND NUT V-4" I— li4
4
C/)
cc
CD
V, YAR. V, 34.8'
0
Z
LLI
R
%" THICK GALV. "44- DIA. HOLES
STEEL PLATE
ANCHOR PLATE
31s" DEEP RECESS
DETAIL OF BUTTON HEAD BOLT AND NUT CABLE 16 ASSEMBLY
SYSTEM PARTS SHEET Of 7
02 8 6 25 - 1 916
Cn
F-
dQ
F-
e-, CD
LL _J a: "
00(n=
CCZ
LLJ < < OLL='
8" WHITE Q F-
(D
CROSSWALK LINES Z 0 LLI
Cl) F- LL
1= 3 "
0 Cn
F:
a_
LL1
ti C3
1=
0
LL
0 ca C/)
Z C5
< Ct)
cc
cf)
0
cc:
Z :E <
< WF-
Cf)
LLI C/)
> LU
LU
_j CL CL
0
Z
LU
ISHEET 1OF 1
11205.071
D I I — 1
24" x 18"
W1 1-2
30 x 30"
R I — I
18" x 18"
M
C000
>
"
3 DIA. HOLE-
< <
r_ _n:v ca
M
0 0
= Cr 9
"06
U_ _j A 1i
"Z__4=>
G) 0:0 C., -4
M-n>>m
Z
0055M
uj!� �E LL
=
zmc000
" 0--n
0 cr 0 C.D
1-- :C Z
�)00"
2-1
>
LJ
(D�-Uo_j
cco"<
>
i
0
:,-4T
l..: >
0-
AM
WO
30'1�
0 CD
C) M
OZ
W
PLAN
CD t—
ME
Z
r--i
>
l'-51,14(g"
�Z j
cc
Z
1-4 > 10
214"
all"
Z W
yr3
II
Z
a
>
(
0 D,,
Z
< _j
3-
CD
Z
LOTTED HOLES ,S
G)
0
7
1W. X it
-j
----------ai
173
_n
O
—44"
DIA. IH�i
Z
Z
uj
0
ELEVATION
BUFFERED END SECTION
SHEET 70f 7
862.02
862.,02
I(x)3 EditiLm pant Q
Table 98-1. Minimum Sign Sizes for Bicycle Facilities (Sheet I of 2)
MUTCD
Minimum Sign Size - mm (in)
Sign
Shared -Use Path
Roadway
Code
Stop
Ri-1
45CJ x 457—
750 x 750
(18 x 18)
(30 x 30)
Yield
RI-2
450 x 450 x 460
760 x 750 x 750
(18 X Is x 18)
(30 x 30 x 30)
ElKe Lane
R3-17
750 x 600
(30 x 24)
Bicycle Lane Supplemental Plaques
R3-17a,b
750 x 300
(30 x 12)
Movement Restriction
R4-1"2.33
300 x 450
� X 6�-;
(12 x 18)
Begin Right Turn Lane Yield to Bikes
F94-4
9CO3) x 750
(36 x 30)
Bicycle Wrong Way
R5_1D
310 x 450
300 x 450
(12 x 18)
(12 X 18)
No Motor Vehicles
R5_3
600 x 600
600 x 600
(24 x 24)
(24 x 24)
No Bicycles
Ri
600 x 600
600 x 600
(24 x 24)
:24 x 24)
No Parking Bike Lane
R7-9.9a
300 x 450
(12 x 18)
Pedestrians Prohibited
F[9-3a
450 x 450
450 x 450
(lax 18)
(18 x 18)
Ride With Traffic Plaque
R9=30
300 X 300
300 x 300
(12 x 12)
(12 x 12)
Bicycle Regulatory
R9-5,6
300 x 450
300 x 450
(12 x 18)
(12 x 18)
Shared -Use Path Restriction
F19-7
300 x 450
(12 x 18)
Push Button for Green Light
R10-3
225 x 300
225 x 300
12)
(9 x 12)
To Request Green Wait on Symbol
R10-22
3W x 450
300 x 450
x 18)
(12 x 18)
Railroad Crossibuck
R15-1
_(12
600x 112
1200 x 225
(24 x 4.51
(48 x 9)
Turn and Curve Warning
W1-1.2.3,4.6
460 x 45G
600 x 600
(18 x 18)
(24 x 24)
Arrow Warning
W1-67
600 x 300
900 x 450
(24 x 12)
(36 x 18)
Intersection Warning
W2-1,2,3,4,5
450 x 450
600 x 600
118 x I 8)
(24 x 24)
Slop,Yield.Signal Ahead
W3-1.2,3
450 x 460
750 x 750
t '18 x 18,�
(30 x 30)
Narrow Bridge
W5-2
450 x 450
1
760 x 750
(18 x Is)
(30 x 30:
Bikeway Narrows
W5-4a
460 x 450
7 �
(18 x 1 8LL----
S-1. 9B.05
Page 9B -4 N i"' , Ed1 cn
Table 98-1. Minimum Sign Sizes for Bicycle Facilities (Sheet 2 of 2)
SM. 9ED5
MUTCD
Minimum Sign Size - mm (in)
Sign
Shared -Use Path
Roadway
Code
Hill
450 x 450
600 y 600
(18 X 18)
(24 x 24,,
Bump or Dip
W8.1,2
450 x 450
600 x 600
(18 x 16)
(24 x 24)
Bicycle Surface Condition
WB-10
450 x 450
600 X 600
(18 X 18)
(24 x 24)
BtCycle Surface Condition Plaque
W8-10p
300 x 225
300 x 225
(12 x 9)
(12 x 9)
Advance Grade Crossing
W10-1
375 Dia.
3-5 Dia
(15 Dia.)
'15DIa')
Bicycle Waming
wil-11
450 x 450
600 x 600
(18X 18)
(24 x 24)
Pedestrian Crossing
W1 1-2
450 x45O
600 X 600
(18 X i8)
Low Clearance
W12-2
450 x 4150
750 x 750
(18 X is)
(30 x 30)
Piaygrouncl
Wi5_1
450 x 450
600 x 600
(18 X 18)
124 x 24)
Share the Road Plaque
W16-1
450 x 600
(18x24)
Diagonal Arrow Plaque
W 16-7p
600 x 300
(24 x 12)
ftycle Guide
DI -lb
600 x 150
600 x 150
(24 x 6)
(24 x 6)
Street Name
DI-1c
450 x 150
450 x 150
18 X 63
(18 x 6)
Bicycle Parking
D4-3
300 x 450
300 x 450
(12 x 1&1
(112 x 18)
Bike Route
D11-1
600 x 450
600 x 460
(24 x 18)
(24 x 18)
Bicycle Route Sign
M 1 -8
300 x45O
300 x 450
(12 x 18)
(12x 18)
Interstate Bicycle Route Sign
Mi-9
450 x 600
450 x 600
(18 x 24)
(18 x 24)
Bicycle Route Supplemental Plaques
M4-11,12.13
300 x 100
300 x 100
(12 x 4)
02x4)
Route Sign Supplemental Plaques
M7-1,2,3,4,5,6,7
300 x 225
300 x 225
112 x 9)
(12 x 9)
V)
Z
0
0
LL1
ft�
Cld
0
U
O
raissai
0 Tsai
Lnrassassi
+-j
0 Psi
C)
Fassial
r .. all
r--4
0 risai
Pismo!
riiiii
riiiii
�4
N
LO
1
It
N
C
(0
111�
0) Q
C > 0)
1—
5, - It
Q).0 � E
>
0
ca (D 0
(/)
4—
0
0 a)
U) ca
a—
LO 0
U)
C
ca C
0
'alasall
W
_j
>
0) LL
C
.r
6 0 E
0 0
CU
(1)
C O�
0
0) 10
c 3 E
C
6
11j C 4 1
= U) W
Lass
a)
> a) t,
in
ANC
a)
0 N
C
LO
C
M
0)
-�
r
1__t, 0�
3 2­­
COAST AL MANAG;zmEt\r
Elizabeth
SCALE: NA
File Name:
M:\09\010\ConstruCtiion Plan\09010
Details.dwg
APPROVAL DATE: 00/00/00
PROJECT: 09010
SHEET
D4
DRAWN: JLR
CHECKED: WPB
DATE: 10123109

SOIL EROSION AND SEDIMENTATION CONTROL NOTES:
1. Proposed area to be disturbed consists of area from R/W to edge of pavement along west side of project and areas that require regrading along east side of project.
2. After acceptance of all project work, and full establishment of permanent vegetation, continued maintenance of permanent vegetation shall be the responsibility of owner.
3. Provide a ground cover (temporary or permanent) on exposed slopes within 21 calendar days following completion of any phase of grading; and, a permanent ground cover
for all disturbed areas within 15 working days or 90 calendar days (whichever is shorter) following completion of construction or development. If said activities occur outside
temporary vegetation seeding dates (April 1 thru Sept 30) the temporary vegetation seeding specifications shall be followed for planting until the next appropriate permanent
seeding period, at which time permanent vegetation shall be established according to permanent vegetation seeding specifications (see perm and temp seeding
specifications this sheet).
4. If excessive wind erosion or storm water runoff erosion develops during time of construction in any location on the project site, additional sand or silt fencing shall be installed
as directed by the engineer or local governing official so as to prevent damage to adjacent property. See sand and fence detail this sheet.
5. Soil erosion and sedimentation controls to be inspected, maintained and repaired as necessary until permanent vegetation or other effective stabilization is established.
CONSTRUCTION SCHEDULE
1. Obtain plan approval and other applicable permits. Notify all utility companies (by contractor) and property owners (by owner).
2. Flag and / or rough stake work limits.
3. Hold pre -construction conference (owner, contractor, engineer, and appropriate government officials) at least one week prior to start of construction activities.
4. Install silt fence and inlet protection on existing structures.
5. Complete clearing and grubbing procedures.
6. Perform east side road widening as shown in plans.
7. Install storm drainage pipes and structures. Install inlet protection on new structures. Cut driveways to suit pipe and Swale installation.
8. Install pavement section and overlay for roadway and multi -use path. Replace driveways as shown.
9. All erosion & sedimentation control practices will be inspected weekly and after heavy rainfall events, needed repairs will be made immediately.
10. Once project area is fully stabilized, remove erosion and sediment control measures.
SEEDING SPECIFICATIONS
PERMANENT VEGETATION TEMPORARY VEGETATION
SEEDING DATES: APRIL 1 - SEPTEMBER 30
SEED MIXTURE APPLICATION RATES/ACRE
Bahia 50 Ibs
Common Bermuda
(un hulled)
German Millett
Fescue
26-13-13 @ 500 lb/acre
50 Ibs
SEEDING DATES: OCTOBER 1 - MARCH 31
SEED MIXTURE
Rye Grain
FERTILIZER
10-10-10 @ 1,000 lb/acre
APPLICATION RATES/ACRE
175 Ibs
MULCH
15 Ibs Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt,
netting, or a mulch anchoring tool. A disk with blades set nearly
straight can be used as a mulch anchoring tool.
20 Ibs
MULCH
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt,
netting, or a mulch anchoring tool. A disk with blades set nearly
straight can be used as a mulch anchoring tool.
e%rP 1r— '% A r -
Fertilizer:
Rates shown are general recommendations; frequency and amount of fertilization can best be determined through site specific soil testing.
Maintenance:
Satisfactory stabilization and erosion control requires a complete vegetative cover. Even small breaches in vegetative cover can expand
rapidly and, if left unattended, can allow serious soil loss from an otherwise stable surface. A single heavy rain is often sufficient to greatly
enlarge bare spots, and the longer repairs are delayed, the more costly they become. Prompt action will keep sediment loss and repair
cost down. New seedlings should be inspected frequently and maintenance performed as needed. If rills and gullies develop, they must
be filled in re -seeded, and mulched as soon as possible. Diversions may be needed until new plants take hold.
MAINTENANCE REQUIREMENTS EXTEND BEYOND THE SEEDING PHASE.
(Until final completion is awarded)
Weak or damaged spots must be re- limed, fertilized, mulched, and re seeded as promptly as possible. Refertilization and/or watering
may be needed to fully establish vegetative cover.
Staging Areas
A Construction ,Entrance shall be installed at all
staging / storage areas that will have construction
vehicles enterinig / exiting all paved streets.
a
a
L
Lit
�1
z
CH
S Fj SILT FENCE DETAM
N.T.S
Practire .10andards and Speroc°atinrrs
6.06
.l.A. GRAVEL CONSTRUCTION ENTRANCE/EXIT
Definition A gra,eted area or pad located at points %here vehicles enter and leave a
construction site.
Purpose To provide a buffer area wht re vehicles can drop their mud and iwdmient to
avoid transporting it onto public roads, to control erosion from surface runoff,
and to help control dust,
Conditions Where Wheretertra ic.stllbeleavngaconstrucuunsiteandmovingdirccil4ontoa
public road or otherpaved ofl site area. Construction plans should limit traffic
Practice Applies to prolactly eonstructed cntrances-
Design Criteria 'kggregate Sir— se 2-3 inch washed stone.
Dimensions of gravel pad
1 Lickncss: 6 inches rninimurn
Width: 13-tree minimum or full width it all points of the vehicular
entrance and exit area, whichever is Beater
Length; 50-feet minimum
Location ---Locate construction entrances and exits to limit sediment from
Ica, mg the site and toprovidc for maximum utility by all construction vehicles
tFigure 6.06a). Avoid steep grades, and entrances at curves in public roads.
<a
' S°' m;
n
a�
C , min.
2-3' *`L
coarse aggregate
Figure 6.068 Gravel entrancement keeps sediment from tairvirip the oonstricaan site imcxi,taed from Va SWCC)
6.06.1
$A ashing If ondnions at the site are such tfint most ,f the mt d and sedunele
are not removed b3 vehicles Ir av ling, ever th, rand the ones di uld he
witilied Washing should lie Jone ,*n an urn t stabilized with cru ied stone
theft drains into:a sediment trap m other ainable disposal area. l\ ,sash rack
nl a,: also lse used. to 111 4' washnig more conv cinent and ellective.
COnStrUCtlOn
Lie Yhc en
1 inns aril e�ut area of alb seatets4M,, roots, and a'tl],er
Specifications
t,,e lief 3hie maternal and properly grade it
2, place the ac-el n, the ipecifw grade and dimension ,h, ,vn on the plans„
anel smooth it
3. F7ovide drainage to came uvater to, a ,ednnent trrp or either suitable
outlet.
4. Use geoles:lile fabrk, he<ause the}" itnp,c se stibilitl oat the f )vindmion in
I ,o;lfions subject to seepage stir high water table.
Maintenance
',lnintain She gravel tied in a ndittin to prevent inud o edinient from
12avine;. the. construrtion site This nm reLluire, Periodic topd es"m' Willi i-
tne.h stony After earn rainfall, impect any ,tru ctmo used to trap sediment.
and clean ti oul a necev my Iutviecltafe 9l ri ni . e all objectionable materials
sptlie ci, washed, or irtcl.ecl onto public rcaci'val s.
References
Riwgf Carnec.zn, Ileasvays
610, L rass-Imed 4..hmnels
Seed meat l h eq $ rdi]Gt`ilit/3 ?r'
660, Temporary S1,dimcnt frap
rV
r
D
r1l
N M Z
SC 5
1 O fry
z
Z A
m H m
con ry t�
0 D CA Z
C
_HM0
c Co
Z
i'-
Z
m
No
LER
TURN
it20-17
10
LEGEND
i
W2o_7a
46" X 48„ _ / 3
250't
life
TURNS
48" X 4V 3
t
L i0
u�.ao
N9-3
a8" X 48"
10:1 TAPER
20' CONE
SPACING
t•, ..tom ___ ♦ ♦ ♦ ♦ • = _ . t • ♦ ♦ ♦ - t ®�`A .,.yA ♦. A A ♦ .,I!A.--
t
J -.. -A♦ 16 18' , A A A, pl A L
» ♦ - -�
01ORK AREA J ♦
, \
la ♦
10:1 TAPER TMIA DOWN
ROLL -AHEAD STREAM
20' CONE DISTANCE TAPER
SPACING __J
SEE NOTE 5 too,
`+1 `' APPROACH BUFFER TMIA 50' SHIFT TAPER
SHIFT TAPER SPACE SPACE MIN 1'2 L
It L
oT:,
t W31-a �aX48" 48X 48- 0.17
" x 48"
[gip TMIA
A CONE
r FLAGGER
DI PORTABLE SIGN
DIRECTION OF TRAFFIC FLOW
.140
LEFT
TURNS
M20.17
48' X 48'
V)
z
O
0
LtJ
Of
td
O
cd
U
4
rn
t�l
Q
•`°° N CAR
0
• A •
=�= 1 6 =�=
101,23109
O.,Fi�GI N'C�;4 4�7'
^
♦a
C
0
U
E
L
.c
to
It
N
U
.e
S>rn
H
O •
O
U) m - ar
0
LL _J -1 �
00a-X: .-
�
,ro N
LLI ¢ < � W
F—CJ�OCr ®
L)
J 0)
t
��
V
Z �"� l0
a
0 O
t-t o
V)
C (0.-
Lu 0 �J
0) r� f0
o
W t '
z¢ -�
Q�
OTC
cc
ca
UJ
I-i Ci ui
CrJo a
J-1
oW
Z = �,t
Cnix
NA
Q = Ii'- SCALE:
GENERAL NOTES
Cl)C >-,.
1- REFER TO STD. 1101 .II SHEETS 1 & 4, FOR 'L" DISTANCE AND SIGN SPACING.
H ra
File Name:
,
2- INSTALL LANE CLOSURES WITH THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE UPSTREAM SIDE OF TRAFFIC- REMOVE
LANE
VU,1
M:\09\010\Construction Plan\09010
CLOSURES AGAINST THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE DOWNSTREAM SIDE OF TRAFFIC.
3 PLACE CONES ADJACENT TO THE MORK AREA AT THE MAXIMUM SPACING EQUAL IN FEET TO 2 TIMES THE POSTED SPEED LIMIT.
ES1.dwg
PLACE CONES SEPARATING OPPOSING TRAFFIC AT THE MAXIMUM SPACING OF 25 FEET,
.z�AST.�. �,�
Z
f��a,� �
APPROVAL DATE:
00/00/00
4- EXTEND LANE CLOSURES AT THE BUFFER SPACE SUCH THAT STOPPING SIGHT DISTANCE IS PROVIDED TO THE BEGINNING OF THE
APPROACH SHIFT TAPER. (REFER TO STD. 1101 . 11 SHEET 2)
��i
;AS3iiL
�; tr"r"
PROJECT: 09010
SHEET
5- Tr1IA'S ARE REQUIRED WHEN A BUFFER SPACE CANNOT BE ATTAINED, OR WHEN DIRECTED BY THE ENGINEER OR AS SHOWN IN THE
PiANS. WHEN USED, POSITION TMIA'S
!Elizabe
th
DRAWN: JLR
TO MAINTAIN A ROLL -AHEAD DISTANCE AS RECOMMENDED BY THE MANUFACTURER.
S- 1111UMS OR SKINNY -DRUMS MAY BE USED IN LIEU OF CONES.
SHI_i T 2 OF 9
CHECKED: WPBES1%
11101.
DATE: 10/23/09
Cn
L
U-
0
T
0
rn
0