28-10 OVERSIZE PLANS 1/2010

LEGEND
TOPOGRAPHIC FEATURES
,41 BY OTHERS OR AERIAL
ELEVATIONS
1 EP 15.85 P 15.6
-
TOP OF BANK
- -
_._____
SWALE / DITCH
---• .....
-
TOE OF SLOPE
— - —
EDGE OF WATER
..
^�
WOODS LINE��
(
TREE
SOIL BORING
(f AND ELEV.)
BENCHMARK
-� -- -
EDGE OF PAVEMENT
CURB AND/OR GUTTER
REVERSED OR
TRANSITIONAL GUTTER PAN
STORM DRAINAGE
rs.'
STORM MANHOLE
CATCH BASIN
—
s
DROP INLET
SPECIAL DESIGN LOW -HEAD
-
DROP INLET (SDLHDI)
-
ITEMS TO BE REMOVED
DRAINAGE AREA IDENTIFICATION
A17
AREA IN ACRES
0.75
RUNOFF COEFFICIENT
t7.90
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
M/
}.
WATER MAIN
4" WM
y
BLOW OFF VALVE
r
WATER VALVE
FIRE HYDRANT
WATER LINE BEND
WATER REDUCER
WATER METER
WATER METER VAULTFul
IRRIGATION SPRINKLER
Jlll�
�.,
SANITARY SEWER
6" SAN
aF:
SANITARY FORCE MAIN
6" SFM
.
SANITARY MANHOLE
SANITARY CLEANOUT
FORCEMAIN MANHOLE
FORCEMAIN VENT
FORCEMAIN VALVE
j
GAS VENT
GAS MARKER
5
GAS CONTROL BOX
8
C !
GAS METER
GAS VALVE
CAN INTERFACE BOX
iy
CAN LONG PEDESTAL
A
CAN PEDESTAL
SATEL ITE DISH
r
C
CATV SURFACE PLATE
TELEPHONE BOOTH
EE
TELEPHONE INTERFACE BOX
ED
(i
TELEPHONE MANHOLE
Q
71
TELEPHONE PEDESTAL
1L_ j
TELEPHONE STAND
FIBER OPTIC MARKER
-
ELECTRIC GUY WIRE
0
ELECTRIC POWER POLE
ELECTRIC TRANSFORMER
ELECTRIC STREET LIGHT
ELECTRIC PARKING LIGHT
f�
UNDERGROUND
UTILITY PAINT MARKINGS
CU
COMUNICATIONS
(ORANGE PAINT)
-� E9 "--
ELECTRIC
(RED PAINT)
Gx
GAS
(YELLOW PAINT)
S#
SEWER
(GREEN PAINT)
Wx
WATER
(BLUE PAINT)
1VIISCELLANEOUS
It
TRAFFIC BOLLARD
•
TRAFFIC SIGN
MAILBOXFM
NEWSPAPER BOX
FLAG POLE
PROPERTY MARKERS
FOUND
SET
O
PIN
•
Q
PIN IN CONCRETE
•
®
DRILL HOLE
Q
PIPE
O
O
DOT MONUMENT
.
0
STONE
0
EROSION & SEDIMENT CONTROL
INLET PROTECTION
IP
CHECK DAMN
CD '
TREE PROTECTION
O M
SILT FENCE
SF
CONSTRUCTON ENTRANCE
CE 10 O o00 O ©
r7n n
0006-09
n _
2009 / 2010 Projects:
41
West First
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:
I ne topograpnical intormation was prepared by
Engineering Services of Virginia, Inc.
3351 Stoneshore Road
Virginia Beach Virginia, 23452
Phone: [phone]
Fax: [phone]
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.
BEFORE YOU DIG,
Call (toll free)
1-800- 632-4949
"NORTH CAROLINA
ONE CALL"
Street
Dare County, North Carolina
for
Town of Kill Devil Hills
Kitty
Hawk Bay
i
1217
}� %
i� .. _sue ' \ ,�
�}` KILL DEVIL Hl �OE� IJte RCIN S �/ %
Nc.9RSr G� aR J
CAPTAA,•S �� I
"• uNE �' ,
MAPLE CT.
S ,Site ' BAy
MYRTLE CT. I'F
HF,RPOO4 ,�1� i SUNSET
ELM CT. DR. < 0"' L,w E c AVENUE
Y
LANE J VIRGINIA
a AVENUE
TELEGRAPH CT. CANAL SEA SWEPT
ROAD
ZF r _ UPPER DUNE
ROAD
J
Location Map, Scale: 1" = 1, 000'
Driveway Ke
Exposed
Denotes Driveways To Be Poured
Aggregate DW
With Exposed Aggregate Finish.
C
Denotes Driveways That Have A
Special Color And Or Special Texture.
Total Disturbed Area = 1.86 Acres
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 01 /21 /2010, AND SHALL CONSIST OF THE FOLLOWING
SHEETS, EACH BEARING THE DATE INDICATED BELOW:
SHEET INDEX
DATE SHEET NO. TITLE
01/2 1 /10 1 Cover Sheet
01/21/10 2 Overall Layout and Plan Sheet Index
PLAN4 AND PROFILE SHEETS
DATE
SHEET NO.
TITLE
01/21/10
3
West First Street
01/21/10
4
West First Street
01/21/10
5
West First Street
01/21/10
6
West First Street
01/21/10
7
West First Street
01/21/10
8
West First Street
01/21/10
9
West First Street
01/21/10
10
West First Street
01/21/10
11
West First Street
Existing Conditions
GENERAL NOTES & DETAILS
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
DATE
SHEET NO.
TITLE
09/01/09
S1.0
Bulkhead Plan
09/01/09
S2.0
Bulkhead Sections And Notes
01/21/10
D1
General Details
01/21/10
D2
General Details, Sections and Utility &
Stormwater Mangement Details
01/21/10
D3
West First Street Road Sections
01/21/10
D4
General Details
01/21/10
ES1
General Details & Erosion & Sediment Control Details
NO. I DATE I REVIS
N CAR J L
ESs, ••.. J
�Q
SEAL
Approval Date
o '••NG.
GIN
.•���� '.�
',',,11ate Project
�8"'� ��1,2( •I = 01D/21/10 09010
engineering services of virginia inc
Civil Engineering - Land Surveying
3351 Stoneshore Road, Virginia Beach, VA. 23452
[phone] FAX [phone]
E-mail: emailCesiofva.com
Sheet
ecked By File Name 1
WPB m.•109101010on8&VC#Onplan109010sheet00Ldwg

I
Kitty Hawk Bay
Sheet 3
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Scale: >"= 200'
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SCALE:
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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: 01/200

03
N/F
PEARSON, MARK P.
SMITH, SCOTT A.
N/F D.B. 1780, PG. 498
CD PEARSON, MARK P. LOT 3
(n SMITH, SCOTT A, 1418 W. FIRST ST.
�- D.B. 1780, PG. 498 (Vacant)
LOT 4
1420 W. FIRST ST.
0 � (Vacant)
Q)
'
Right Of Way Of "Temporary Turn -Out"
(Plat Book B, Page 377) Z
�t3 m
W
Remove & Relocate ^) +o'_ 3 3
Existing Fire Hydrant &' ' H ° r«
Plug Existing Line' o -°
+
Provide 1"Services -
4.6
f y \ t
+ �f�
µ
o „rr P' 4._ .
10+ .00 --
m
!lC/VI.QLGU +
Fire Hvdrant-
18' Ingrassl Egress Ease 289)
(D.B. 966, pg.
(Drainfield)
N/F
PEARSON, MARK P.
SMITH, SCOTT A,
D.B. 1780, PG. 498
LOT 4
1420 W. FIRST ST.
(Vacant)
N/F
PEARSON, MARK P.
SMITH, SCOTT A.
D.B. 1780, PG. 498
LOT 3
1418 W. FIRST ST.
(Vacant)
N/F \ N/F
HENNESSY, PATRICK J. HENNESSY, PATRICK J.
D.B. 1519, PG. 276 C D.B. 1519, PG. 276
LOTS 1 & 2 LOTS 1 & 2
1414 W. FIRST ST. 1414 W. FIRST ST.
13+96.42, -30.88
FES (S44
13+1200, -12.50' 24"/NV0.5
SDLHD/ (S41)
C R/M 4.30
12"/NV 1.95
A 12"/NV 1.95
o<
0
3 �D
m -o
12+24.00,-14.25' y
D/ (S40)
R/M4.15LowSide
4.20 High Side
12"/NV 1.99<g� . +. (Retinove P,4�73'
- I ry- ` �-
EU1N 1 &L
1414 W. FIRST ST.
NORTH A1 *"�
CAROo� D/gTESZONNYg3M OF(2001 NR199ND 183
N/F N/F
SCANGO, DAVID EARL CUMMINGS, ANNA ESTELA
D.B. 654, PG. 426 D.B. 1652, PG. 73
14+04.08,-14.25' LOT 42 LOT 43
D/(S43) 1412 W. FIRST ST. 1410 W. FIRST ST.
o R/M 3.85 Low Side
0 3.90 High Side
) @) (SW) /NV 0.52 14+52.00,-14.50'
0 a (NE) IN 0.52 SDLHD/ (S42)
O (S) /NV 1, 90 RIM 3.85.
? (N) /NV f,90 N;- 12"/NV 1.92
N V'
+I +� L
t
-� D
lip✓
PA VEMENT LEGEND
Concrete Driveway Patch
Pa vement Demolition
4"Pavement Overlay
(3"Min. Per Grading Shown On Plan)
2"Pavement Overlay
Mill & I" 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.
10 10
ro
( r I
O
I rn I o ! ® Denotes LocatlonWhere 9
9 r �1 - N _ N f -2 Depth Of Existing Water
Main Was Measured.
I w o'coou�v�
.NZ
^ 00 g
N��� + ��» �cy�b�o�i6i mt�jV OOU oepd
-v �Oa� I� ..cn������» �O�ZZeiw m v co
6 o rn ao rn o .0��, �a ao LO
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a za _
__..... __ . . _ �.__ _ _. _ . -- _. _ - a �- _
7
+ II W fn W Al N II I II H II W i J
i II > d W ® E. W _ J i ,' d W 11 W > IW CL
w
w -
_Q - cu F�rade _ _
w i _ -.....Proposed w - _ _ ..._ __ 6
Above Centerline (typ.)
i o/ 0.40%
o i o - 0.22% 0.11P/a .. _ . , __. _ ...0 22%._�_ _ - m .:.u__+$g3°Yi 21 0 5
_ _ 0
4 a__ __. _. ,__.. _ Existin
15 PE
4
I (Remove) _ (Remove) Existing Grade Above Remove Ex' in
15" HDPE 15" HDPE i Centerline (typ.) i HD 3-_....._. _. _..
l
A9XW_1n6kDra(n @0.05°0_95`-12"HOPE Sock Drain @0.05% I 50=12"HDPE
-.0 Sock Drain 0.05/0
2
I T
s8' 24"HDPE Sock Drain @0.05% Sock Drain
(Right Side)
I (Right Side)
i
� Existing 8" PVC WM
o —
- -- — fisting 0
Re77OVe
-1 ng CMP
F -2
-2 —�--
^ i N
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10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50
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SCALE: 1 "=20'
VERT 1 "=2'
File Name:
M:\09\010\Construction Plan\09010
Sheets 003 — 010.dwg
APPROVAL DATE: 00/00/00
PROJECT: 09010 SHEET
DRAWN: JLR
CHECKED: WPB 3
DATE: 01121/10

J
NORTH CAROLINA COORDINATE SYSTEM OF 1983
SOUTH ZONE, NAD 1983
(2001 HARN)
vJ
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N/F N/F N/F N/F N N/F N/F
VAN BEELEN, MARION L. BLUSIEWICZ, STANLEY P. GREENLE, RICHARD P. GREENLEE, RICHARD P. JR. DINTIMAN, GEORGE B. KING, PAUL
D.B. 1190, PG. 437 D.B. 1576, PG. 277 GREENLEE, DONNA K. GREENLEE, DONNA K. CDN ll1 D.B. 984, PG. 166 KING, PATRICIA
LOT 44 LOT 45 D.B. 1321, PG. 464 D.B.1054, PG. 254 LOT 48 D.B. 1775, PG. 448
1408 W. FIRST ST. 1406 W. FIRST ST. LOT 46 LOT 47 1400 W. FIRSTST. 1300 W. FIRST ST.
1404 W. FIRST ST. 1402 W. FIRST ST. 18+99,00, -1425'
C9 •,� D/(S19)
RIM 5.25 Lore Side 19+72.00,-14.50'
e s, v co +� 5.30 High Side SDLHD/ (S18)
0
et c.,
. n (d -0 L6 L6 5.40 f5} /NV 0.98 R/M 5.20
Potential Water a S /NV 1.02
o Main Lowering x A (N) /NV 1.02 r
16+88-00,-12.25' �__. � . _, 9 ,' �'; • P � P 5.67 ±MG •. n. C�
}, D/ (S20) 20+78.00, -14. 50'
-, Rmf 4. 60 Low Side
• ,. Limits Of Clearing _- emove ^ N SD HD/ (S17}
4.65 High Side -~ P 5.50 P 546 00 L
& Grading (typ.) P 5, 67 L6 L6 R/M 5.30
O �• (N)/NVO.87 C� CL + (E} /NV 0.87 �, P 5.41 P 5.34 P 5.40 P 5.57 P 5 -r3 12"/NV 1.07
19
F a + �' ; F 7,35 _ 12"/NV 1.07
a
rn N .. f' 5.25 P 5.3() S1
0)_;- "
5.2 P S. 104'-12"HDPE5.50
E a Inlet Protection t p.) P o
45 (Y n - _ - - Sock Drain
@0.06/ n
- _._
P - P 5, P 5.96 P 6'0 �- _ � P 5.77 P 5,40
4,3a
515 _. �.__P 5.92 � � ,-_ (Lay Radial/y) S177 -92 HDPE � , 5 P6.00_4 7 P 5.05 ..._5.1 + -..._P4 5 . '� __ -- 19 0000 P 6.26 ° �y_�_.._.75 P 4.95 ' .. __- P 6.15 Sock Dram 005/ •.==::� _--- ,1 @ Paverr}ent _ n 1W P 212-12 HDPE P 6.21 4.4 4.87 ®®®_._�_, 1 DemoDbon (tYp) P 4.55 P 5.90F' 6.08Pt
_ - New Pavemen S ck D P 5.94r(�YP P ®®®- . - P6.11 6 5�= ;. _ . _ _.... _ y Radio//y}" .- . _ . �-� � 20+ e" - . .�" Pm6.2'9 fi23.-'1 HDPE /' n.� 03 r T'f n 0 f
q
_.- +00.0 P 6.00 Sock Drain @0.05%
a) h SW 4.8 HP ti La RadiaN
o - P 5.73 P 5.90 0 27 Q
SW 8 P 5.
1 O , mov) -, _ z
24 CD
�' _ - t5tgp`4p P 5 94 e l ( - _ P 6.16 F' •6 25 P 6.31
520 17 0o t
P 5.03 S
-__
DP -- - - -- N
Shoulder ) 54-15 N
„ . Shout (fYP _ _..._
,M
P 5;42 � .... _ .. `- _ -- `., g.00 _ . _ � ' - - �`:. _ - � -- _ .._ _-, .1'6IL
�
w ............... P _
-___--__ - _ Cep � / oo - - �-�,--
.. 18+82.00, 18.
_ - - /° FE S25
0.05 S
-- ------ :. Drain o.z ( ) s:
� PE Sock D Q o
>4tY 24 a 15"/NV 3.50 1 # Z
Inlet Protection (tYP) -
r
P4.73 <"y 4 +
C�CD C9
u . P 4.76 s±.:_... Regrade Existing ` N
4-70 Ditch As Shown, ', "' Potential Water
Proposed +<, \ o Main Lowering i N
Fire Hydrant Y + :k` `. z 18+26.00, 18.00' o o, `. _ .�.._.•_ +
" � S28 16+88. 00 15. 00' D/ (S27) �i 3 co iS , -- b + Q.
0.
Fill Exisitn Ditch co ++ g ; M
9 co gi r, D/ (S28) ++ RIM 5.00 +� 3
(Sta. 14+17± - 18+27±) - RIM 4.50 �r NE /NV 277r--�
- � 169'--24"HDPE v v e ( ) 18+28.25 27.24'
Sock Drain @0.05%Q.
(1M /NV 0.72 � (SJ /NV 0.79 FES (S26) J
E (Lay Radially) (N} IN 0.72 � (N} /NV 2.75 15"/NV 3 00 --
�� (S) /NV 0.72 & r
�
o C
E
m � o-
0 90
N/F N/F
N/F N/F
BARKLEY-GRAHAM, TANYA ANNE SKIBO, DENNIS M.
MYERS, GILBERT W. JR. JORDAN, JILL ELLEN 0 D.B. 1312, PG. 131 D.B. 1789, PG. 254
MYERS, CONSTANCE E. CERVAIS, CHRISTY 0 LOT I LOT 14A
D.B. 1326, PG. 288 D.B. 1377, PG. 398 550 PARKWOOD DR. 1301 W. FIRST ST. PAV/EMENTLEGEND
LOT 40 LOT 39 Q
1405 W. FIRST ST. 553 PARKWOOD DR. Concrete Driveway Patch
CD
I/-
3
0
3 1/2'
5.0± mg
----------
- -----
N
2'Shoulder ---------
I
L----- ----J
4' 3' -- 1- 2'+
7.2
5.5
Section Z-Z
nts
a verrlent
4"Pavement Overlay
(3"Min. Per Grading Shown On Plan)
2"Pavement Overlay
Mill & I"Min. Pavement Overlay
>"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.
'
00
r7
i
i Denotes Location Where
$
>
a�
rn "? a a
co
a
Depth Of Existing Water.
Main Was Measured.
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0.00%
o
0.09/a
0.32%
0. 1%
Abo
a Centerline (typ.)
0.19%
-�
0.48%
I
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a (Remove)
-- (
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;
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File Name:
M:\09\010\Construction Plan\09010
Sheets 003 - 010.dwg
APPROVAL DATE: 00/00/00
PROJECT:
09010
SHEET
DRAWN:
JLR
4
CHECKED: WPB
DATE: 01121/10

NORTH CAROLINA
SOUTH ZONE I NATE SYST
(2001 H RNA 1983 M OF 1983
\ .
1300 W. FIRST ST. PAI/EMENTLEGEND
Concrete Driveway Patch
' Pavement Demo//t/on
\ 4"Pavement Over/ay
(3"Min. Per Grading Shown On Plan)
2"Pavement Overlay
M/// & 1"Min Pavement Over)
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.
it Denotes Location Where 12
-
m Existing Of Depth er
P 9 Wati
12 w Main Was Measured.
LP -10
11
U) 00 N tt N c� N �o M M N co
NO�� co -�_. _._. _ j - > a w
® __ o N O = i W Proposed Grade o_ U.]I j a- w
9 N m a N LLI w w Above Centerline (typ.)
11 > — 0.01 %
8-->-
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�
7 -� .._� .._- o �—
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1
' 6
e Existing Grade Above I
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-�— 5
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o
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SCALE:
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File Name:
W\09\010\Construction Plan\09010
Sheets 003 — 010.dwg
APPROVAL DATE: 00/00/00
PROJECT:
09010
SHEET
51
DRAWN:
JLR
CHECKED:
WPB]
DATE: 01121/10

NORTH CAROLINA
SOUT COO IDIN
1 (20p 1 H A 1983 M OF 19g3
C7
CAD Z
C (D
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CD
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N/F
WILSON, JEAN M.
JACOBS, SHARON ANN
D.B. 1423, PG. 152
LOT 103
909 W. FIRST ST.
N/F
REMIGE, MICHAEL P.
D.B. 1185, PG. 854
LOT 102
621 W. LANDING DR.
Inv(N) 5.14
Inv(E) 5.23
inv(W) 5.14
-- - - --- -
w 2
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4 --
3
2
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0.22%
15" HDPE
I
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26+60
27+00
eaN rt W
CO
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co
00
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0.08%
0.47%
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e
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9445"HDPEQ .30% ( ---
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East Side)
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Concrete Driveway Patch
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F,
4"Pavement Over/ay
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2"Pavement Overlay
iJiii� Mill & >"Min. Pavement Overlay
JJJJJJ
9"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.
E
1.
12
® Denotes Location Where
Depth Of Existing Water
Main Was1 Measured.
- ----_ _ _-i - Ill
I
9
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SCALE:
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File Name:
M:\09\010\Construction Plan\09010
Sheets 003 — 010.dwg
APPROVAL DATE:
00/00/00
PROJECT: 09010
SHEET
6
DRAWN: JLR
CHECKED: WPB
DATE: 01/21/10

Exposed
Aggregate DW
I I I NOR7•y CARO�iNq Cop
N/F N/F °dry ZONE iNgTE SYST
JERNIGAN, RANDY T. LEWIS, J D.
i200j RN 1g EM or 83
D.B. 1451, PG. 409 CROSSN/F A. LEWIS, LESA ya 83 1s
LOT 125 33+30.29,-28.03' CROSS, TAMMY M. D.B. 1533, PG. 20
N/F 812 W. FIRST ST. MH(N2) D.B. 1388, PG. 25 LOT 123 N/FMOORE, JEFFREY RIM6.90 LOT 124 808 W. FIRST ST.
(SE) INV4.75 33+84.00, 44.50'
MOORE, ALEXIS °'�d---,, (N) /NV4.70 SDLHD/(N3) 810 W. FIRST ST. (N5) (Remove) PUGH, ANTHONY
D.B. RE, PG. I 33+12.25, 44.50' R/M 6.15 34+59.04,-27.99' N/F PUGH, JUDY ANN
LOT 126 SDLHD/(N1) \ (W)INV4.68 SDLHD/(N4) NN D.B.577,PG.224
BICKERS, JULIA P. COURSON, DAVID
800CEDARDR. ��' R/M6.25 A`' ;+, RIM LOT 120
\ t, , �, � a D.B. 775, PG. 83 COURSON, KATRINA
(� +`°� + 8"INV 4.76 �\ 0 r O O c 8"/NV 4.64 802 W. FIRST ST.
. % �? + +, LOT 122 D.B. 1652, PG. 431
4'-8"HOPE
O 806 W. FIRST ST. 35+89.43,-27.23' LOT 121 Convert To
" - g Sock Drain om o Z a,
c•
cd O ZZ c SDLHD/ (N7) 804 W. FIRST ST. 0) MH & Raise)
P 6.70 F,6:65 : P 6.4 a r + e'er" : +� C� y N8 Remove RIM 6.10 36
1
M.a 35 34.50 -14.50 LLx ( ) 8"/NV 4.57 - . 5.75
,N1' +SDLHD/(N6) r (") + SDLHD (N9) o
P 6.4 a o R/M5.95 nv(N j 4,5� RIM 5.65c
P 6.ta2 P 6.52' F6 + N4 k 8"/NV4.60 m - _ it , w �+ 4c,, 8%NV4.47 k Inv(E) 4.47
- P 6.35,,E "• p 6.25 .73 w
eU' U
+ i
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tX
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' - P 6, 25 Sock Drain rj cy co o� rn c o ^ o t.95 P 6.88 X P 6.45 ` ti: N co co N c N N o " m rn rn
P 6 - P 6.83, Sock Drain U �n ui
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8 ._ P -
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_. P 6. Y) 15 " P 6.25
P P ice"'- 15x15V
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- 79 _, P 6.01
P6.32 P6, Pfi.16 P6.Q0,
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or
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"+ - _ o P 6.73 Pavemenf` Qi
:a P 6 80 Rim 6.31
tc n P 6 Demolition (typ.) P 6.47 T8"HOPE
�: 6T P 6.77 I 36+ 0. 37+ 0, 00 Sock Drain @0.05% C%�
00
�.JJ O 1+ + u } P 6.79 New Pavement (IYPT- - �+J
+ c u 1• O + O r �` _ _ 1PS71 P6.48
a, _ - W First Sure
N + .. + �, .. - - _ irs et P 6.41
--
b.
+ 61
P 6.57
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+
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o N +121
10'
a
N/F N/F N/F N/F PBM N/F N/F
REYNOLDS, JAMES E. BRICKLE, DAVID C. GRAVES, LEWIS S. GRAVES, LEWIS S. Spike in Tree UY, PHILIP AARON UY, ANTHONY RAMSEY
REYNOLDS, DEBORAH E. BRICKLE, DONNA M. GRAVES, ROBERT H. D.B. 1375, PG. 184 EIeV=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. PA I/EMENT LEGEND
(Vacant) (Vacant) (Vacant)
Concrete Driveway Patch
1 mv_
-1
32+25
32+50
O
N
h
J
.� Z._...u_' _ _.. ___. .......
33+00
@0.
33+50
I I
Ln "
co P>>
o�zz
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Ln
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0
262=15"HDPE Sock Drain @0,05%
i
I
I
34+00
34+50
I _T Existing 6" PVC M (East Side)
35+00
35+50
E Denotes Location Where
Depth Of Existing Water
Main" Was 1GAe�suq"v�
I
i
Pa vement Demolition
4"Pavement Overlay
(3"Min. Per Grading Shown On Plan)
2"Pavement Overlay
Mill & I "Min. Pavement Overlay
>"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
m 12
ca i
m 10
U v n ^ rn
>
oFh °jO`Oa
9
8
12»
15"x 12"
Eccentric Reducer
a I
36+00
36+50
37+00
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1
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37+50
N
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SCALE: 1 "=20'
VERT 1 "=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 7
DATE: 01/21/10
a�
m
L
LL
Cn
aD
0
0
rn
0

N/F N/F
PUGH, ANTHONY GARRIS, V. SCOTT (Convert To Pede
PUGH, JUDY ANN GARRIS, CAROL M. W12) --Top & Raise, See
D.B. 577. PG. 224 1 D.B. 1343, PG. 120 5.95
D.B. 1609, PG. 159
LOT 82
803 W. FIRST ST.
(Vacant)
8
12" HDPE
4
D.B. 666, PG. 666
LOT 83
801 W. FIRST ST.
(Vacant)
c CU
ro E
o
j
all
°' Ij
CDCn
LO
F�
CL
Z
lD U-) LO I-
nriM
Z
.�.CS
>>>
�7>>
15" HDPE
i
J
U
N/F
MC COMBS, JOHN A. CD CDN/F
MC COMBS, MARGARET A. ti OYSTER POINTE ON KITTY HAWK BAY
D.B. 1381, PG. 319 c 700 W. FIRST STREET
rl-
LOT 118 in a� ll
716 CEDAR DR. Remove, Replace & Extend �� rn a N
Connect 8" HDPE 1 c co Q —
Existing Curb Returns With rc _.N 11 W W
To Existing DI q?
WipedownsAs Shown (typ.)�ht ro O �,
+� Y = t� � � tip° 5 e�i ;,Z14,25'�
ro } 1 40}B
( 40+15.88,-14.25' 9 3 C9 t
Convert To Pedestrian m�N13) Top &Raise, See Detail) D/ (N34JMD/ (N41+3150,-14.00'
5.95 R/M 5.70 poi ! � ` v� RIM 1.invk 3 i2 15"/NV 1.40imits Of ,� ,� s� U4U ° ,��S) /l140
+ Z LP R/M5.90c co a MH(Inv a ;'�.3 U Q a 15"/NV 137
(; Clearin9 (tYP•) !�' oO \ 15"INV 1.37
U.B. 1134, FU. 2Z2
LOT 84
715 W. FIRST ST.
1t1I LViI, it-uVia:'a 3.
D.B. 1610, PG. 23
LOT 85
713 W. FIRST ST.
D.B. 1708, PG. 395
LOT 86
711 W. FIRST ST.
i
{
Existin 6"
I
I
38+00 38+50 39+00 39+50
LEsting Grade Above
Centerline (typ:)-
1
t
i
D.B. 1333, PG. 57
LOT 87
709 W. FIRST ST.
0,
NORTH CAROL,
SOUT00
H 2ONE IN �D SYSTEM (20p1 HARN) 1983 OF 1983
/ LAWRENCE JR., Y
TRUSTEE
KLEPEC, EVELYN Q
LORETTA, TRUSTEE
D.B. 1763, PG. 287
LOT 88
707 W. FIRST ST.
42+80.91-14.25'
D/ (N37)
RIM 5.20 Low Side
5.25 High Side
(S) /NV 1.29
� O
�(b
4
C
PA VEMENT LEGEND
Concrete Driveway Patch
Pavement Demolition
4"Pavement Over/ay
(3"Min. Per Grading Shown On Plan)
2"Pavement Overlay
Mill& I"Min. PavementOverlay
c�
O
c�
U
�
O
;..4
4-Mi
�
O
�
O
Q
N
Q
` 1"Pavement Overlay++++•••'�•w,,�
CAR
New Pavement ����� �•.•""'•• �,��♦♦
• %
Bike Path Pavement
=�: 1 6 :ar
EXISTING UTILITY NOTE j �..� 112111 �.:�
NGINE�.
,,
This plan does not guarantee the existence, non-existence, size, type, location, alignment ♦♦♦'',O�p' BURKN\�,0,
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 OREM
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 U
report immediately any discrepancies to Engineering Services of Virginia, at 1-757-468-6800. .0 N
: t6 fo
N
U000
Denotes Location Where
Depth Of Existing Water (� m .. N
ti - - --- - 10 -F-+
Main Was easured. /^��, M- N 0 C 0
W `, , N J �� v N
L �1
0) >
U.
C c> ro
Q, Horn O C p
gLr) ro
N 0 0 0
NZ�Zz i U) C (D.ro
• — a ao
L.L � C W r 'T E
CM W 'L > r
_ 6 UCIO a) p
— --�--- ——-- cn
f0
co
I
Drain -
I
42+00 42+50
pE_ 2
0
1
43+00
ErAlma
jurwj
SCALE:
1 "=20'
VERT 1 "=2'
File Name:
M:\09\010\Construction Plan\09010
Sheets 003 — 010.dwg
APPROVAL DATE: 00/00/00
PROJECT:
09010
SHEET
DRAWN:
JLR
8
CHECKED: WPB
DATE: 0112 V 10

o�Al
V "
Exisjbng 15" PVC Pipe
15" T6e 2 115'-, 5'
LF 0 15" h & Pipe.,
V- co
Cd
C6
N/F N/F
KLEPEC, LOUIS MCKIE, JANE H.
LAWRENCE JR., TRUSTEE D.B. 1359, PG, 89
KLEPEC, EVELYN LOT 89
LORETTA, TRUSTEE 705 W. FIRST ST.
D.B. 1763, PG. 287
LOT 88
707 W. FIRST ST.
N/F
OYSTER POINTE ON KITTY HAWK BAY
700 W. FIRST STREET
45+21.4f-14.25'
Drainfleld Cl anout {tvp,} Di(N39)
f "� R/M4.95LowSide
+`� + 5.00 High Side
(S) iNV 1 18
;W
N/F
BLUE DOG MANAGEMENT GROUP, LLC
D.B. 1789, PG. 101
LOT 90
703 W. FIRST ST.
K.pQ..
�O�ZZ
N/F
RARY, TIMOTHY REE
RARY, ELIZABETH R.
D.B. 1601, PG. 163
LOT 91
701 W. FIRST ST.
_h I
N
I I
�o�ZZ
I" Overlay
Existing -Grade Above
Centerline (typ.)
_ —mod s ia WM
rain 5 A
I
i
I
i
44+00 44+50 45+00
Gii
NORTH, A
CgRS06 N ZONE /NATF S),
(20p 1 y RNA 1 t g3 M OF 1983
1Z
J
V
X
r
+ (Remove) +?
'
;. JiE KK'$ 256
4609.11,-14.25'
Di (N40)
S - 15
+
ve Existing
Eg n ' 2.42
RiM 4.80
11
15" HDPE& FES
' ry{ 26
(E)INV242
°'
S _
5.30`
+
(Sji'7bV 1.13
U
i
u,
+�
(N) iNV 1.13
^
W W a
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!
3
X X
5 9 yp
+'
TC 4.89
Sx�---
�5.33.
ip 4.89
<G
# S\
46+81.88,-14.24'
P
jC
-^ '
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�' 6� 0
0
x k .6
Di (N41)
RIM 5. 00
6108 N40
s8� ='�
h
S
�
_ = k
24"iNV 1.09
24"/NV 1.09
i
invGvvi
Remove & Replace Existing
Curb Returns As Shown
� ft
9 I,
/��
J� e'��
1O &
eK 5
X� �� n'�
Remove Existing ,� Q��^�J�J
18" HDPE
C3, d, `
114'--24"HDPE
-;Sock Drain @0.05%
{Lay Radially)
PA VEMENT LEGEND
Concrete Driveway Patch
Pa vement Demolition
4"Pavement Over/ay
(3"Min. Per Grading Shown On Plan)
2"Pavement Over/ay
M/// & I -Min. Pavement Over/ay
1"Pavement 0ver/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.
Denotels
_.
Location Where
N
11
i
Main
as Measured.
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SCALE:
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File Name:
M:\09\010\Construction Plan\09010
Sheets 003 — 010.dwg
APPROVAL DATE: 00/00/00
PROJECT:
09010
SHEET
9
DRAWN:
JLR
CHECKED: WPB
DATE: 01121/10

0
-1
-2
-3
-4
-5
LOT 36
607 W. FIRST ST.
N/F
KOESTER, JUSTIUS C. SR.
�o,
KOESTER, MARCELLA J.
D.B. 585, PG. 373
LOT 299
r
i "
516 W. FIRST ST.
52+07.91, -3r. 00' j I
1
Di (N51)
t
R/M 6.00 f
15"/NV 4.29 q
15"/NV 1.34
+ SWOON
h
TC 7.02 `O
Lip MG±
Lip 6.85,
Milled Butt Joint &
Transition (typ.)
"N odie•:c`
19
P 6.71
�P6.58 f + I P7?46 52+ O00 11
New av ent (typ.) .P 6.69 +
P637 P6.50 P648 P6.69 P681 TC 7.73
r
..... r`_
�_,...... _...._.. - .,
P685
-------------------' +
Lip 7 26
- — — — — — — — — — — — — — —
6" PVC
-� Deep)
P 6.07
�R
r �O " ti
i
PBIW TC 7.49
+ Chiseled Square Lip MG± O` �•
a a Elev=7.50
h �� ra +
+� I0
N/F
WHITE, CHRITIANE N/F
D.B. 1641, PG. 452 SUTTON, CLAIR REESE
LOT 53 D.B. 1686, PG. 12
633 CANAL DR. LOT 54
\ PA VEM T LEGEND ^ L 515 W. FIRST ST.
ai
Concrete iveway Patch O
co
• + �'c I
PavementD molit/on
4"Pavement Over/ay
(3"Min. Per Grading Shown On Plan) EXISTING UTILITY NOTE
2"Pavement Overlay This Ian does not guarantee the existence non-existence size type, g � P 9 pe, location, alignment
�j: Mill & >"Min- Pavement Overlay 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
`x,' >"Pavement Overlay may be from utility owner's records and/or electronic line tracing, the reliability of which is
New Pavement a 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
Bike Path Pavement report immediately any discrepancies to Engineering Services of Virginia, at 1-757-468-6800.
to
N
- �.. _ _
2
w
r7
Location Where
w
J,w
It
_
-
® Denotes
+ N
Depth`
_ . Main
Of Existing Water
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+
y
+
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° 3.0 °
0.94 /° 3/
—
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If
a W,
a w
Above Centerline (typ.)
—_
w
0.44%
+— --
0.
0%
7VE
-
Grade Above
i (Remove) ?
(Remove)
Centerline
(typ.)
Remove) 5" HDPE E5"
_
HDPE
j
Existing 6'
PVC WM (East Sid)
—
Existing
6" PVC WM (EastSide)
von nP
E H 2
4'ain
83=15"HDPE Sock Dra
@0.05%
! 77' 15"HDPE Sock
Drain @0. 05%
60'
15"HDPE Sock Drain
@0 05%
Sgck
_
31'--24"HDPE
42'
-
114 t-24"
OPE Sock Drain @0.0
i
°o
Sock Drain @0.05
0
=4—
I
_01:04
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5"x83"CMP
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47+35
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SCALE: 1 "=20'
-4 VERT 1 "=2'
File Name:
V\09\010\Construction Plan\09010
-5 Sheets 003 — 010.dwg
APPROVAL DATE: 00/00/00
-6 PROJECT: 09010 SHEET
53+00 53+25
DRAWN: JLR 10
CHECKED: WPB
DATE: 01121/10
48+00
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48+50
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LOT 36
607 W. FIRST ST.
N/F
KOESTER, JUSTIUS C. SR.
KOESTER, MARCELLA J.
D.B. 585, PG. 373
LOT 299
516 W. FIRST ST.
�SPxp000
4G
---e,>
SUTTON, CLAIR REESE
D.B. 1686, PG. 12
LOT 54
515 W. FIRST ST.
I
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 Virainia, at 1-757-468-6800.
13
12
11
10
-
o,
ro
M
13
10
-
i C.0
Location Where
Of Existing Water
Was -Measured.
i
v
w
La
`
Qj
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® Denotes
Depth..
- Main
o
+
cncD
ivies
i
9
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9
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7
— "
7
—
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5
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Existing
Grade Above
i 1
5
4
Centerline
(typ.)
5" HDPE
5" HDPE I
I
I
�
Existing
6" PVC WM (EastSide)
4
3
Existing 6'
PVC WM (East Sid)
{
3
2
0
h
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I
-2
i
I
-2
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-
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" x 83" CMP
-a
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i
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48+00
48+50
49+00
49+50
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SCALE: 1 "=20'
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File Name:
M:\09\010\Construction Plan\09010
Sheets 003 — 010.dwg
APPROVAL DATE:
00/00/00
PROJECT: 09010
SHEET
DRAWN: JLR
CHECKED: WPB
DATE: 01/2V10

\
1 \
\
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I
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15' AEG - 5EE
CIVIL DW6,5.
i
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SE
50' C,
5EE C
BULKHEAD PLAN
3/1611 = 11-011
1-1 -Ij I . \
cb P05T5 EACH
�)E OF PIPE
NORMAL WATER
ELEVATION 0.5'
NCDOT HIGHWAY
COMMI55ION DITCH
/ APPROX. LOCATION OF
EXISTING PIPE
/ , CIVIL DWGS.
I!/ / c
520
:5T5 os
O
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O_
C`
/
50' GANA BUFFER -
5EE CIVIL DWG5.
fit
spr w
2
STRUCTURAL w
S NCIAIR 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
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REVISIONS
FAI
DATE
SEPTEMBER 01, 2009
JOB NUMBER On-51
DESIGNED BY •7
WCS
DRAWN BY
WPH
CHECKED BY WCS
SHEET NO.
simo

TOP OF RAILING 2X2 PIGKET5 ATTACH
ELEY (+3 -b) WITH 2 - I2d NAIL5 -
4" MAX. GAP BETWEEN
FACE OF PIGKET5
BULKHEAD NOTES
tn
m
w
spct2
w
z
STRUCTURAL w
TOP OF RAILING
ELEY (+5'-6 ")
2 - 5/4"o THRU BOLTS
HITH NUT AND FLAT
HASHER AT EACH 5x5
P05T - GOUNTER51 NK
HEAD5 INTO 6x6 RAIL
(HOT -DIP OALV.) -C
TOP OF HALER
ELEY (0'-0 ")
5/4"0 LAO BOLT
WITH OSEE HASHER
(GALVANIZED) --�
TOP OF HALER
ELEY (-2'-O ")
5x5 (P.T.) P05T5 -
5EE PLAN
NORMAL HATER LEVEL
ELEY (-4'-71)
(ACTUAL ELEV. 0.39
MAX. GUT
ELEV (-b'-O ")
BOTTOM OF 5HEET
ELEY (-12'-0")
/jhBOTTOM OF P05T
ELEV (-20'-0 ")
2 - 5/4"0 THRU BOLTS
WITH NUT AND FLAT
HASHER AT EACH 5x5
P05T - COUNTER5INK
HEAD5 INTO 6x6 RAIL
(HOT -DIP GAL\/) —
5x5 (P.T.) P05T5
2X2 PIGKET5 ATTACH
WITH 2 - I2d NAIL5
. bx6 (P.T) RAILING
4" MAX. GAP
A A A A
2X2 PIGKET5 ATTACH TOP OF RAILING 2X2 PIGKET5 ATTACH
WITH 2 - I2d NAIL5 - ELEY (+3 -(0) WITH 2 - I2d NAIL5 -
4 MAX. GAP BETWEEN
4" MAX. GAP BETWEEN
FACE OF PIGKET5 FACE OF PIGKET5
CONT. bxb (P.T.) RAILING 2 - 5/4"0 THRU BOLTS CONT. bxb (P.T.) RAILING
HITH NUT AND FLAT
Dp HASHER AT EACH 5x5
P05T - COUNTER51 NK
5x5 (P.T) HALER HEAD5 INTO 6x6 RAIL 5x5 (P.T.) HALER
(HOT-D I P 5ALV.)
BIKE PATH BIKE PATH
C p
hTOP OF HALER
5/4"0 LAO BOLT
WITH 05EE HASHER D III1 i l=1 I=1 I1
D �I I I -III -III -III_
11=III=IIIIII-I' (SALVANIZED) I I -III -III -III
I1=1II-III �I =1 I-11\71II1
�_I '
3x5 (P.T.) T G 5HEET
i
MAX. GUT i
5x5 (P.T.) HALER ELV (-3'-O") I I 1
D ICI
i
i 5x5 (P.T.) T4 G 5HEET
C p �
D
i U5 FABRICS U5230 WOVEN U5 FABRICS !J5230 WOVEN
MONOFILAMENT OEOTEXTILE 5x5 (P.T.) P05T5 MONOFILAMENT OEOTEXTILE
FILTER FABR I G OR EQUAL CIO '-O" O/G— i FILTER FABR I G OR EQUAL
=1 I p III
III-1
i
i
BOTTOM OF 5HEET
ELE\/ (-10'-O") (�
BOTTOM OF P05T
ELEY (-15'-011)
2 - 5/4"(P THRU BOLTS CONT. bx6 (P.T) RAILING
WITH NUT AND FLAT
HASHER AT EACH 5xb
P05T - COUNTER51
HEAD5 INTO 6x6 RAIL 5x5 (P.T) HALER
(HOT -DIP SALV)
BIKE PATH
TOP OF HALER
ELEY (o'-o")
5/4"0 LAG BOLT
HITH OOEE HASHER
(OALVANIZED)
TOP OF HALER
ELE\/ (-2'-O ")
5x5 (P.T.) P05T5
EACH 51DE OF PIPE
III-IIIIII-� � I -I 11=
�I I 1III=III_IIIi
i U5 FABRICS U5230 WOVEN
MONOF I LAMENT OEOTEXT I LE
FILTER FABRIC OR EQUAL
5x5 (P.T.) HALER
I
3x5 (P.T.) T$ 5 5HEET
NORMAL HATER LEVEL
ELEY (-4'-7")
(ACTUAL ELEV. 0.39
i LAP FILTER FABRIC 2'-O"
OVER PIPE AND AT LAPPING
5ECTION5 OF FABRIC
I I=1 I I III � I III III I I III I I Izl I I III III III-III-� I I
=1 I I1 I I=1 I I1 I I III -I � II � I -I � IIII-� � I-III-III-III-IIII � 1-
PIPE - 5EE11=1 11=
GIVIL DHO5..,=1 I1=1 I I=1 I I III=1 1=1 1=1 1 11 1=1 11=1 11=1 11 1=1
III III III I � I -I III -III III III III =1 � I III -III III �
-1 I I=1 I I-1 I I=1 1 11 I I I I 1=1 1 11 11=1 11=1 11=1 1=1 11=1 1 11 1 11 I I-
illliiillliilll1 Iliillllliil iiillliiillliii IIiiIIIIiIIlliiillllilllliiillliiilll;
BOTTOM OF P05T
ELEV (-20'-0 ")
3 SEC TION
HALER
I. P05T5, WALER5 AND RAILS SHALL BE SOUTHERN YELLOW FINE
NO. 2 OR BETTER. MINIMUM Fb 5HALL BE 550 P51.
2. PIGKET5 AND SHEETING 5HALL BE SOUTHERN YELLOW PINE NO. 2
OR BETTER. MINIMUM Fb 5HALL BE 1200 P51.
5. ALL BOLT5 5HALL BE A5TM A507 5TEEL.
4. ALL HARDWARE INCLUDING NAIL5 5HALL BE HOT DIPPED
GALVANIZED.
5. THE FOLLOWING AWPA U5E CATEGORIES 5HALL BE USED TO
TREAT THE WOOD COMPONENTS: THE 5X5 TIMBER5 AND WOOD
5HEETIN6 5HALL BE U055 CATEGORY, THE bXb RAIL5 AND
PIGKET5 5HALL BE U04A CATEGORY.
GUT SHEETS TIGHT
AROUND PIPE
PIPE - SEE
CIVIL DHO5.
LOCATE P05T5
EACH 51DE OF
PIPE
PIPE IN\/. dh
a-EV (5EE CIVIL)
SINCIAIR 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
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REVISIONS
— Z&
ZL I
DATE
SEPTEMBER 01, 2009
JOB NUMBER
09-511
DESIGNED BY
wcs
DRAWN BY
WPH
CHECKED BY
wcs
SHEET N0.
SECTION
52.0 51411 = I1_0„
SECTION
2.0 5/4" = I'_011
ELEVATION AT PIPE
5/4" = 1'-01'
S2mO

CF-2
Varies
(See Plan)
6"
r
LL
U
6"
T
UP
I
I
CF-2
Plan View
J 4„
_ I R2"
CLASS A-3
6" a
Concrete
%
7""
7„
d
a
a,
r
1
LL 6„ 1, 6„
U
2'
2' Curb and Gutter
NTS
Varies �{
6" 1'
(See Plan) I
R2 6"
R2 "
See Curb & (typ.)
2%min.,61i max. Gutter Detail
s"
See Plan For Slo 1" 1'
—A' r d
..d• :.e I� 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
requirements. Don't exceed 8% without
approval from Engineer or Town Rep.
o E
a) >
Proposed Grade W a
Co
Existing Grade
Iv
oc
015
ice--- a' ---------------
I
�o
ail
3 Driveway Hump
rrn
o 3
(see note)
E-0
I
I
=c
�0
�c
<^ tYP)
---------
E
Section E E (Section (a Driveway) with Driveway Hump
N.T.S.
0i c
o E
)
Proposed Grade W i I
� � I
Existing Grade
3' --i
Section E-E (Section @ Driveway)
N.T.S.
A
3;5
Mo
3N
0rn
�3
-o @
o -o
c
Eo
=c
Y
O O'O
O L —
cn
'I cph m c
Standard Curb Wipedown
NTS
(typ)
Bike Path Curb Wipedown
NTS
Skipjack Lane Return
NTS
Gutter
Theoretical Grade Connecting
a�
Driveway Flowlines (typ)
1 Piece of SOD
�, 0
1" Maximum Lip (typ) Plan Grade
(install crossways to Swale, typ)
I o E u)
(typ)
Plan Grade
0 CD
> v
Flow
(typ)
Plan Grade
I Proposed Grade W a
---------------------------
• ..
- ------
low -► (typ)
--------------
()2 1%
\\ \\ \\ \ \ \V
----
MAILBOX
4" x 4" SALT
TREATED TIMBER
U-1 POST
6 36" - 40"
I
1
I I
I
rn E
"' a
18" MIN
C Note:
Mailbox Post Shall Be
'J Tight And Not Wobble
j� After Installation.
CONCRETE J
MAILBOX RELOCATION DETAIL
N.T.S.
77
Z c
c^
3�
o t°w=
U5 o 0 c
0-0
U) U)
O
3-'-0
_o
0
_E m
I 0
cc
.o
I �
ICI _0 In I
Existing Grade
2' Transition (typ)
2" minimum, 4" maximum to allow for retention of
future buildup of turf. Where advised by Engineer, Distance Per Plan
leave Swale & other roadside areas down 1 1/2" L(Typically 2' - 15')
additional below for homeowner -installed SOD.
Failure To Provide This Relationship Will Cause
The Swale To Be Rejected.
Section G-G (Section Thru Roadside Swale)
N.T.S.
Section F-F
N.T.S.
om
He
oM Zo
Z c m�
In c vi E
CL 8 o
o
a Z3a�
0o w ii o
0) U) L a, a.
N
>
C O v"
C}1 a o 6 c a
Theoretical Grade Connecting I m > I 0
U MILO
Driveway Flowlines (typ) Proposed Grade W a
Plan Grade 1 Piece of SOD
(typ) 1" Maximum Lip (typ) Plan Grade (install crossways to Swale, typ)
(typ) Plan Grade '
I
Flow _ (typ) Plan Grade -------- -- I
z----------------------------- - ---- ----Flow (tyP) - / --`-- ---
J/------------------ Existing Grade
\�/
Distance Per Plan
(Typically 2' - 15')
2' Transition (typ)
F Q F
CYi Match existin
width (typ)
Existing Right of Way
...... _ . 5' (typ)
Swale Swale
—�-- — — — — — —
- — — — — —
.................................
........................
Dist. from EP to Swale �?� (typ) varies, per plans. J _
Centerline of ^
I
Pavement V shoulder
I- (typ)
Swale Swafe.. - - - - —
.'.' Swale
le
Transition Swale position
as gradually as practical. V
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.
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" LOWER THAN 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 BE A MINIMUM OF TEN FEET (10') IN
WIDTH AND FOUR INCHES (4") IN DEPTH, EXCEPT FOR THE FIRST THREE FEET (T) 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''/:' 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 AGGREGATE SHALL BE PATCHED OR
REPLACED, AS APPLICABLE, WITH EXPOSED AGGREGATE.
Entrance / Roadside Swale Detail
N, F.S.
Section G-G (Section Thru Roadside Swale, Adj. To Low Lot)
N.T.S.
i
loo
411
Isometric View
N.T.S.
c.3
tw
Nc_
t0 �
Y
b E
370
a
_o
Ec
�3
.00
c
a
0
R141
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14
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O
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i--1
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0
L 7A
V
C
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4—
O
N
V
Cn
N
SCALE: NA
File Name:
M:\09\010\Construction Plan\09010
Details.dwg
APPROVAL DATE: 00/00/00
PROJECT: 09010
SHEET
D 1
DRAWN: JLR
CHECKED: WPB
DATE: 01121110

Right of way half -section
Varieb See Plan For Rim Elevation
(#5 Rebar @ 'i 1" O.C.)
Standard 840.54
Offset from CL to Swale varies' 13.5' to 30' Manhole Cover & Frame
3
Brick Is Not Required, Out
May Be Used To Adjust
W
s
>
o
(D
>
a
cn
D_
06
J i
^0
W
O
Q
.2
C
>
of
W
wU
I
Structure Rim, per plan
2' Shoulder Newly -overlaid pavement surface
ca
I
4.1
maxl
4.1 l
>
1" (TYP)
See Plan For Manhole
FLOOR DRAIN
"Structure Invert," per plan
Cover &Frame Location -
Side Outlet, Min 12" Grate (round or square) T
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
I
Frame & Cover Elevation
W
Cl)
4000 PSI Concrete Top Slab
...
a N
. e
77t-
0
,
Q:
Ud
Remove Existing Rebar
>
Frame And Grate
Of
Existing Concrete
Or Brick Structure
Z
0
* Contractor shall coordinate outlet type to suit DI connector pipe. -- varies
-- See Plan For Varies LLJ
Connected Pipes
CONCRETE COLLAR/ENCASEMENT HDPE " a' " rr Varies
N12 TEE
6" wide all around. "
Slope sides (not ends) 4:1 to match Swale. „ ii For structure on end of pipe. use 12" x 6" reducer. Plan
/ \ Ld
H If 12 cross pipe ties in, use cross plus reducer / Q Depth: 12" plus as needed for 3" min. encasement
around bottom of Floor Drain.
#Z-610 Installed above HDPE where shown on plans. 6" DUCTILE IRON CONNECTOR PIPE Special Design /Adjust length & slope to suit plan locations & inverts \ / o <
of structure and HDPE storm drain. Use HDPE reducing ` Z V)
EXISTING WATER MAIN (Typical location) coupler as required to tie into storm drain as shown in plans. Low -Head
Drop InIet
Location and Depth shown on plans is as provided
by Mr. William Waterfield, Dept. of Public Services, and Provide coupling to Floor Drain
should be considered approximate. Hand -dig and "locks"
Varies
until concrete encasement locks drain to pipe. S D L H D I
field -verify location and depth of WM at every crossing,
P-1
including Connector Pipes for these Special Design DI's.. Coordinate watertight connection to Tee. Section W - W
O
Manhole Conversion
Note:
Eccentric reducer may be rotated as
necessary to avoid utility conflicts
encountered in the field. m SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE zz
F-+0 IF SPECIFIED. HN �� Z
r ' • STATE USE OF SYSTEM ON COVER } r-•� •
D" x 12" HDPE • p -- Y� (I . E.: SEWER, STORM DRAIN, ELECTRICAL) z Fa- _
Eccentric Reducer ? , H �,,� `T•-�
C41f �C U
Z-610 Hz�� ���. __ LL.Ja-"z
IF 0 0 � 0
TOP OF COVER to = O ��
H
D Pipe I o � -'" A B j�/ ��Uo� •� Q.� rr ++ "HDPE - Q O
(D 15 - 24 Err pl in y D I �+ z H Per Plans)12
t130 J�4 �Il------------s '----- Qaplffooffol
,4`Iti � �r R , � � o ►� ��
12" x 6" HDPE Eccentric reducer Zp ; ` �� • r--� ..�
r
HDPE Tee
BOTTOM OF COVER
Z-610-90
Q ___: _ PLAN OF COVER
Detail For Road Crossingto SDLHDI = m 9 z PLAN OF FRAME o W Q
� r= I zc= � M -- -- 2'- 11/4
G7
D
7.5 6 A v r_ �r _ o
D W
78 -
.E
' 1„ TYPE #1U.
tf<..' I �.�0 �NE....R�.:
D 112
394' .- Cn ••L�
W 'I /
on A
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 ' ALTERNATE CD z : 01/21/10
Im F �-
J_ SECTION B-IB w Q iN ��c_',.•
24" x 6" Tee 21.0" 6" (min) 7.75" 7.75" 34.75" or 2.90' 34.75" or 2.90' 4's" 2'-o rr _f MINIMUM WEIGHTS - LBS. o'p�G"'��N��o`°
n n n n n n n n + 1 rt - FRAME - 18O '',�Q� �un ���0 18 x 6 Tee 17.8 6 (min) 7.75 7.75 31.55 or 2.63 31.55 or 2.63 r - -- -- 2 -9 y
15" x 6" Tee 16.1 6" min 7.75" 7.75" 29.85" or 2.49' 29.85" or 2.49' " `, I TOTER - 00
(min) 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'
SPETIFITATION 06
CLASS 30 IRON MEETING SHEET i OF 1 �� '^ V
SHEET 1 OF 1 y' ASTM A-48 N,
840.54 TYPE #2 840.54 .- - C
- -- ._ LO
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.
Al N
O M Ozp p M GENERAL NOTES: p rn Tt WO •�
!-i GENERAL NOTES: �- H , �"� V � ,
2" WEEP HOLES H Q 4 y MORTAR JOINTS ')_�' TO 1/8" THICK. L_ 51 CC
M Y �� USE CLASS "B" CONCRETE THROUGHOUT. Q Q 3 H z� - USE CLASS "B" CONCRETE THROUGHOUT. Q Q 3 C �� N U C
cn o z F- x 0) O 1` H .-
" O = # PROVIDE ALL DROP INLETS OVER 3'-8" IN DEPTH WITH STEPS 12" H OL U �,� O I USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB. (r = U ca (D 0
r- O -n C/1 IT ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. Iy J O H r_ O _11 -.10 DEDUCT FOR PIPE(S) FROM TOTAL CU. YDS. OF BRICK MASONRY. U- J O H 4- N V
1­4M Z 2 21 _ -^ = v f m OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR #4 BAR DOWELS AT O O � T Z H Z � = D X PROVIDE ALL CATCH BASINS OVER 3'' 6'/ IN DEPTH WITH STEPS 12''` O O � = Z Cn o CO M n 0
'0 O G7 X I I x 12" CENTERS AS DIRECTED BY THE ENGINEER, W Q LL O O X
- l +n � ON CENTER, USE STEPS WHICH COMPLY WITH STD. DRAWING 840.86. � z � f0 lO
_ -n n m USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. (, O = _ -1 n D m W Q Q C E
} Cr (� z - USE BRICK OR CONCRETE BLOCK WHICH COMPLIES WITH THE REQUIREMENTS f- U O O ^, un C C
(p O - I IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB Q F- H = 0) O I i OF SECTION 840 OF THE STANDARD SPECIFICATIONS. Q Fes-. �--� W J
Z = '0 O m AS SHOWN ON STD. NO. 840.00. F'- Z z LL i z -0 -T1 - - - - - H Z Z W L
C) O r- - _ - in H La_ O J . M O r - - T - F - IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB O 1-- O J �� r
+� �"� T CONSTRUCT WITH PIPE CRONAIS MATCHING_ Cr O" Q C.) = M Z I AS SHOWN ON STD. NO. 840.00, er 5 N Q r , •�
... r- - V (�'�LL
A A' INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER. z . H D D FOR 8'-0" IN HEIGHT OR LESS, USE B" WALL. OVER 8'-0" IN HEIGHT, USE Z H ^^,, `v C Ti N
3> � 12' WALL TO W-0 FROM TOP OF WALL AND 8" WALL FOR THE REMAINING f-> W C N 0 E
F-1 INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A H H W -0". QUANTITIES TO BE ADJUSTED ACCORDINGLY. H / /� (�' N
CL
O POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER. 0 0) 0- v, W 0 4)
O LU O CONSTRUCT WITH PIPE CROWNS MATCHING. LU 0 (n C C_
z N CHAMFER ALL EXPOSED CORNERS 1". G z Y� -1 DO NOT USE BRICK MASONRY DROP INLET IN LOCATIONS SUBJECT TO N -
TRAFFIC. //rf��� C
Y I DRAWING NOT TO SCALE. PLAN CHAMFER ALL EXPOSED RNER 1". =+ c O (O C
PLAN c s c0 S ._ L _C r I
WITH GRATE & FRAME REMOVED WITH COPING REMOVED CU ^ ' W
DRAWING NOT TO SCALE. V/ L
C In
r BRICK COPING(INCIDENTAL) - ' BRICK COPING (INCIDENTAL) v
Z TOP ELEVATION i Cr - TOP ELEVATION _ . - .0 (LO
n
H LL
&T R AiE t'3 �I F� E, F t t'3 E� �
LU
N ._....a_ Substitute Ca itol �� _ 3 M Iv I[y V/
-- s A ...8 p s' B s+ - #4 BAR H �,� W C! CO err A Br, Substitute Capitol err B B+, 3 J
0
" ri -
Foundry - _ a
_ � n .- cc p` = 7C D =� {,-� r �-��� Foundry CB-2436*PED _ � o ~ a �
CB-2436*PED = p = z Frame &Grate In All r1
c m y i !', Frame & Grate In �, . I _ a Ij - Cases o' o v
All CasesY , 6„
C
� ,;��' �� - = `�� { �a z � � � �-- -�.
c0__ �W o'v� = fi. zCti
•1aJ,- _� DOWEL H F ►- .D H ao Y
~ mAx. PIPE THIS SIDE - 1 Q
��- r, =� �' � �, � ram- � �� SECTION X - X `° � 1� N H a° SEE NOTE �' DOWEL(SEE NOTE) MAX. PIPE THIS SIDE - 18 2
M z z SECTION X-X _ cn U rn m z - SECTION Y-Y N ,- SCALE: NA
M SECTION Y-Y R -� T m
J
� 4+
SHEET 1 OF 1
DIMENSIONS AND QUANTITIES FOR DROP
INLET(BASED ON MIN. HEIGHT, H)
DIMENSIONS
OF BOX
& PIPE
CUBIC YARDS
DEDUCTIONS FOR
IPE SPAN
WIDTH
MIN HEIGHT
CONC.IN BOX
ONE PIPE
D ..,._A
B
N
BOTTOM
WALL PER rmr�""
C.M. I R.C.
SLAB
FT. rai'is
12"
3'-0"
2'-0"
2'-0+"
0.222
0.222
0.592
0,015 i 0.026
15"
s
1
213"
0 848
0.023T 0.036
-
18"
'
2' B"
O 703
, 0.049
�
24"
T �
�
I
3" Orr -
/
t
0.814
_0.033
0.659 0. 085
30"
E 3'-0"
2%0"
W-6"
0.222
0.222
0.925
i 0.092 i 0.12t
c u v
SHEET 1 DF 1 SHEET 1 OF 1
DIMENSIONS AND QUANTIT
'
_
DIMENSIONS OF BOX & PIPE
PIPE
SPAN
WIDTH :MIN. HEIGHT
D
A
B H
12
�. 15
3" O"
1
2'-0 2 0"
/ 2'- 3
18"
2'-6"
24"
'....
-._...
30"
3r -0t-8 "
2 - 0
" 3
IES FOR DROP INLET(BASED ON MIN. HEIGHT, H) Z File Name.
OUBIC YARDS, CUBIC YARDS DEDUCTIONS FOR UJ M:\09\010\Construction Plan\09010
CONCRETE BRICK MASONRY ONE PIPE
BOTTOM WALL PER TOTAL BRICK FOR C.S. R. Detall$.dwg
0 268 0. 313 FO 313HT.
MIN.
0.522 H' 0.020 0.032
0.03 ..,... APPROVAL DATE: 00/00/00
PROJECT: 09010 SHEET
0.268 0.313 0.678 0.044 1 0.065DRAWN: JLR
0.268 0.313 0.835 0.078 _ 0.113
-
0.268 0 313 0.991 0.122 0.170 1 SHEET 1 OF 1 CHECKED: WPR D21
1 840.14 1 _ 1 840.14 J 1 840.15 1840.151
DATE: 01/21/10
1 840.14 1 _ 1 840.14 J 1 840.15 1840.151
DATE: 01/21/10

50.00
0
N
O
Match Existing
Grade l�
y
m
m
N
m
0
m
a�i
.43
O
10.00,
1% min., 2%
(See Plan For &rage
Direction Ot'S/ope)
27.50'
5.50' (min.)
& Varies
Plan For
— 10.00'
Vanes,-
20.00' (min.)
& Varies
Swa/e
w
m
W�
yro
U
om
U
a
Ua
Q o
N
Proposed Pavement 2.10%
I
s j 4.1 0=
See 4'Overlay West Side
Road Pavement Section
27.50'
Varies ---I
10' (min.)
& Varies
O
m
o
Pavement Widening (See East
W
cp
Side Road Pavement Section)
a~i
Q o
N
Match Exist/n
Fed Pavement 2.10%
4.0/
Grade
Existing Pavement
See4" Overlay East Side
Road Pavement Section
West First Street
Sta. 12+50 - 15+50 & 25+75 - 27+50
50' Right Of Way
50.00
22.50'
m O
O
20. 00'(min.)
Vanes
10.00,
f— 5.50'
& Vanes
10' (min_)
f0.00'
& vanes
See Plan For
p
Swale �' b
�
c
o
U
•C Pavemonf Widening (See East
W
cp
a
W�
j
�m
�m
Side !load Pavement Section)
L
Q�
Q2
N�
`\I y
1%min., 2% max.
Match Existing
(See Planin For Grade &
4.0% vanes, Based On Existing
Road
Vanes, Based On Existing Road
44,0/
Grade
¢.r 4.1
Direction Of Slope)
See 1"Overlay West Side
Existing Pavement
See 1"Over/ay
East Side
Note: Road Pavement Section
Road
Pavement Section
Road Not Concentric To Right Of
Way From Sta. 32+15 to Sta. 34+54.
10.00,
1% min., 2% max.
(See Plan For Grade &
Direction Of Slope)
10.00,
1% min., 2% max.
(See Plan For Grade &
Direction Of Slope)
27.50'
K 50'
Plan
m
Q o
N
4•, 4:1 4.0% j
27.50'
West First Street
29+28 - 47+32
50' Right Of Way
50.00'
22.50'
20.00' (min.) Vanes -
& Varies
10' (min.)
& Varies
O a�i
m �
VPavement Wdening (See East W
y Side Road Pavement Section)
ceja
m
C�I Q o
N
Match Existing
osedPavement2.f0% Proposed Pavement `40% Gradee
10.1t — — —
Existin P vement See 4"0vedayEast Side
See 4" Overlay West Side 9 a Road Pavement Section
Road Pavement Section
West First Street
Sta. 21 +48_+, 24+98± & 29+56±
50' Right Of Way
50, 00'
2250'
5.50' 20.00' (min.) Vanes —
& Vanes
10.00, 10' (min.)
& varies
Plan For p
i/e �' o m
C R Pavement Widening (See East W
a Side Road Pavement Section)
LQ y "
a m o
Q O N
iC
N Match Existing
4, 4:1 4.0 Proposed Pavement 2.101Proposed Pavement 2. f0% 4o/ 1O 1 t Grade
ExistingPavement Overlay East Side
See 4"Overlay West S/de See 4" Ove y
Road Pavement Section Road Pavement Section
West First Street
11 +81- 12+50, 15+50 - 25+75, 27+50 - 29+28 & 47+25 - 49+69
50' Right Of Way
* Existing Pavement Width /n Excess
Of f0' East Of The Construct/on
Baseline, Wi//Remain.
Existing Grade (typ.)
4.1 Max
_--_—_ 4:1 a'
6"Base (ABC or RAP
(Reclaimed Aspha/t Product))
Match Existing Grade
Multi -use Path Pa vement Section
Via/t Concrete Surface Course
�T Type SF9.5A
1-1/2"Asphalt Concrete
Surface Course
NCDOT Type SF9.5A
0'- 5'Pavement
Widening
(2"Asphalt Concrete
3 Surface Course Ovenay NCDOT Type SF9.5A)
O
-2'ABC Shoulder
R
* Existing Pavement Width /n Excess 1 "Asphalt Concrete Surface 1
Of f0; East Of The Construction Course Overlay
Baseline, Will Remain. NCDOT Type SF9.5A Stone To Be 2"
Below Finish Grade
f"Sand Layer
=Existing Pavement �
Existing Grade (tom)''t_
Leveling/Intermediate Course, 2"(typ.), 1"
(min.), 6" (max) Where Necessary To
Acheive Plan Grade. Asphalt Intermediate
Course, NCDOT Type 119.OB
8"Aggregate Base Course As 2'
Shoulder And Base Beneath
A7z
Pavement Widening Strip
I" Over/ay East Side
Road Pavement Section
Sta. 29+28 - 47+32
2"Asphalt Concrete Surface 0'- 5'Pavement
Course Overlay Widening
NCDOT Type SF9.5A
2'ABC Shoulder
Leveling/Intermediate Course, 2"(typ.), 1" f
(min.), 6"(max.) Where Necessary To
Acheive Plan Grade. Asphalt Intermediate Stone To Be 1 "
Course, NCDOT Type 119.OB Below Finish Grade
1"Sand Layer
4—�
m
Existing Pavement
O
8"Aggregate Base Course As 2'
* Existing Pavement Width /n Excess Shou/derAnd Base Beneath
Of 10, East Of The Construction Pavement Widening Strip
Baseline, Wilt Remain.
4" Over/ay East Side
Existing Grade (typ.) Road Pavement Section
Sta. 10+62 - 29+28 & Sta. 47+32 - 52+ 19
7.00,
m
O
* Existing Pavement Width /n Excess iY
Of fo, East Of The Construction
Baseline, Wi// Remain.
c
y
W
w �
I C
Existing Grade (typ.)
4:1
10.00,
1 % min., 2% max.
(See Plan For Grade)
32.50'
2"Asphalt Concrete Surface
Course Overlay
NCDOT Type SF9.5A
2'ABC Shoulder Leveling/Intermediate Course, 2"(typ.j, 1"
1 "�-{ (min.), 6"(max.) Where Necessary To
Ache/ve 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
V)
Z
O_
U)
W
r'
4" Over/ay West Side Road w
Q
Pavement Section Option A
Ld
Sta. 10+62 - 29+28 & Sta. 47+32 - 52+ 19
O V
Z 0
2"Asphalt Concrete Surface
Course Overlay
NCDOT Type SF9.5A
2'ABC Shoulder Leveling/Intermediate Course, 2"(typ.), 1"
1 "-�{ (min.), 6" (max) Where Necessary To
Acheive Plan Grade. Asphalt Intermediate
1"Sand Layer Course, NCDOT Type /19.OB
4.0%
Stone To Be 2"
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"�
1 " Sand Layer
Stone To Be 2"
Below Finish Grade
I" Over/ay West Side
Road Pavement Section
1 "Asphalt Concrete Surface
Course Overlay
NCDOT Type SF9.5A
Contractor To Sawcut Existing Existing Pavement
Pavement To Match Plan
Sta. 29+28 - 47+32
60.00'
27.50'
5.50' —�
20.00'
17.50'
f0.00' 10.00'
0
w
v. C
c
m
U ,C e ement Widening (See East
W
a
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File Name:
W\09\010\Construction Plan\09010
Details.dwg
APPROVAL DATE:
00/00/00
PROJECT: 09010
SHEET
DRAWN: JLR
D 3
CHECKED: WPB
DATE: 0 112 1/10

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END SECTION ASSEMBLY PLAN
X1011 BOLT PAY LIMITS
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NOTES:
A DIA. BUTTON HEAD SPLICE BOLT 114" LONG (8 REG. PER SPLICE JOINT).
DIA, BUTTON HEAD BOLT 71Y/9- LONG WITH NUT FOR BOLTING 6"18- ROUTED OFFSET BLOCK TO STEEL POSTS OR
DIA. BUTTON HEAD BOLT 18' LONG WITH STD. WASHER LINDER NUT FOR BOLTING TO WOOD POSTS (i REG. PER LOCATION)
C FIELD PUNCHING OF HOLES INTO GUARDRAIL SHALL BE AS DIRECTED BY THE ENGINEER.
_qVA - _POST-- ALTERNATIVES
GUARQfiAIL.AND. RDRAIL
SEE NOTE 'B'
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STOPBAR
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ISHEET 5 OF 7 SHEET 5 OF 7
862.02
SYSTEM PARTS 1862.02
1-1
Tana
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4' MIN, 6 MIN.
. . ... .... ­11 -
TO PEDESTRIAN
CROSSWALK 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).
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SHEET 7 Of 7
SHEET 7 OF'
- [ 862.02
1862.02
E'difion
Table 9B-1. Minimum Sign Sizes for Bicycle Facilities (Shoot I of 2)
MUTCD
Minimum Sign Size - mm (in)
Sign
Shared -Use Path
Roadway
Code
Stop
R1_1
4K x 45;-'
750 x 75rj
X
(30 x 30-
Yield
RI-2
45,D x 45C x 450
760 x 750 x 750
'81,
EXFy ,
(''
((30X W X 3C
Bike Lane
R3-17
750 x 600
130 x 24'.
Bicycle Lane Supplemental Plaques
R3-17a,b
7x S00
60
0-0 x 12:
Movernerit Restriction
R4-11.2,31
300 x 450
4.50 x 600
'112 x 18)
(18 x 24)
Begin Right Turn LaneYiekl to Bikes
R4-4
900 x 750
,36 x 3C,)
Bicycle Wrong Way
RS-1b
300 x 45C
3179) X 450
- ,'12 x 18)
(12 X 18;
No Motor Vehicles
-
RS-3
600 x 600
600 X 600
124 x 24)
(24 x 24;
No Bicycles
RS-6
600 x 600
600 X 600
;24 x 24;
(24 x 241
No Parking Bike Lane
R7-9.9a
300 x 450
j12 x 13;
Pedestrians Prohibited
R9-3a
450 x 450
450 x 450
'18 X 18)
(18 X 18)
RldeWfth Traffic Plaque
R09 3e
300 x 300
M x 300
12 x 12)
(12 x 12;
Bicycle Regulatory
R9-15,6
300 x 450
300 x 4.50
�12 x 18�
(12 x 18)
Shared -Use Path Restriction
R9-7
300 x 450
.12 x 18)
Push Button for Greer, Light
R10-3
225 x 300
225 x 30C
:9 x 12'.
(9 X 12.
To Request Green Wait on Symbol
RIO-22
300 x 450
SXj x 4&�
4S�
12 x 16�
2 , a
(12 x 18;
Railroad Crxsbuck
R15-1
600 x 112
)C 2 5
120C. x 225
.24 x 4.5�
(48 x 9'
Turn and Curve Warning
W1-1,2,3,4,5
450 x 46 0'
6DC- x ECK'
ile X Is)
(24 x 24,
Arrow Warning
W 1 -617
-300 X 300
9X, X 460
- if 12)
(361 !8'
Intersection WarningW2.1,2,3,4,5
4_� x 450
X 60--1
X
(24 x 24;
StopYield, Signal Aheacl
W3.1,2,3
-K x 4,r-)
75C x -50
-18 x 18)
(30 X 30'
Narrow Bnoge
W5-2
-
450.450
76ri x 751�
:18x181
(30 x 3C:
Bikeway Narrows
WS-4a
4W x 4W
760 X '50
-
I
I IS X 18'
(30 X 3r,
Pa---e 9B-2
2`6 Edition
Figure 96-1. Sign Placement on Shared -Use Paths
0.9 rat (3 ft, MIN
ru 9 M(314) 1,A] N,
1.8 rn (6 it, MAX,
i en (6 IIIMAX-
.4
F! rt
= V_
S
EE
E. E
Wo-th W shared- use
path
P,I �"Y�3-4 201 r3 Hdi uon
Table 9B-1. Minimum Sign Sizes for Bicycle Facilities (Shoot 2 of 2)
MUTCD Minimum Sign Size - mrin (in)
Sign
Code Shared -Use Path Roadway
Hill
W 7 _5 450 X 450
6,90 x 600
1,18 X 181,
(24 x 24)
Bump or Dip
W8-1,2 450 x 460
600 X 600
(18 X in;
(24 x 24)
Bicycle Surface Condition
W8_110 450 x 45N3
600 X 600
(18 X 18)
1,24x24)
Bicycle Surface Condition Plaque
W8-100 30-0 y 225
300 X 226
(12 X 9)
(12 x 9)
Advance Grade Crossing
W10_1 375 Dia,
375 Dia
(15 Dial)
(15 Dia.)
Bicycle Waming
W-11-1 450 x 450
600 X 600
(18 X 1 S)
(24 x 24)
Pedestrian Crossing
Wi 1-2 450 x 450
600 X 600
(19 X 18)
(24 x 24)
Low Clearance
W12-2 45C) x 4K
750 x 750
(18 X ia;l
(30 x 30)
Playground
WIE-1 450 x 450
600 X 600
(18 X 18)
4 x 24)
Share the Road Plaque
W16-1
4610 x 600
(18 x 24)
Diagonal Arrow Plaque
W16-7p
600 x 300
l24 x 12)
Bicycle Guide
Di -lb 600 X 160
600 X 160
(24 x 6)
124 x 6)
Street Name
DI-1c 450 x 150
4510 x 150
,18x6)
(11 8x 6)
Bicycle Parking
D4-3 300 X 450
300, x 450
(12 x 19j
(12 x 18)
Bike Route
D11-1 UJO x 450
6,00 X 450
(24 x 18)
;24 x 18)
Bicycle Route Sign
V111-8 -9)0 x 460
.300 x 450
(12 X Is)
18)
Interstate Bicycle Route SiOn
mi-9 450 x 600
450 X 600
0 8 x 24,1
18 x 24)
Bicycle Route Supplemental Plaques
M4-11,12, 131 300 X 1100
aoX 100")
(12 x 41
(12x4)
Route Sign Supplemental Plaques
M7-1.2,3,4 5 6,7 2,00 x 225
I
2CC x 225
I 12 X 9)
(12 x 9)
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SCALE: NA
File Name:
M:\09\010\Construction Plan\09010
DetailsAtillig
APPROVAL DATE: 00/00/00
PROJECT: 09010
SHEET
D4
DRAWN: JLR
CHECKED: WPB
3HEET 1 OF -
1205.0
DATE: 01121110

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 a ground round 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 workingdays 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 Sept0 t vegetation seeding specifications shall be followed for planting until the next appropriate permanent
) the temporary p rY
I established according to permanent vegetation seeding specifications (see perm and temp seeding
seeding period, at which time permanent vegetation shall be 9
specifications this sheet).
tion in an location on the project site, additional sand or silt fencing shall be installed
4. If excessive wind erosion or storm water runoff erosion develops during time of construe y p 1
h engineer or local governing official so as to prevent damage to adjacent property. See sand and fence detail this sheet.
as directed byte g
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
Bahia
Common Bermuda
(un hulled)
German Millett
Fescue
26-13-13 @ 500 lb/acre
APPLICATION RATES/ACRE
SEEDING DATES: OCTOBER 1 - MARCH 31
SEED MIXTURE
50 Ibs Rye Grain
50 Ibs
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.
/\ r-6 r r- P9 A l .
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 entering / exiting all paved streets.
--&i-ri ir-ri^ Cil TI70 CACtDfr+ITV©)
_ CH
{ 4" WIDE x 8" DEEP )
SILT FENCE nETAAM
N.T.S
Praclrce 5tandaindv artd .S/recificarians•
6.06
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT
DEN(
A graveled area or ad located at pints where vehicles enter and leave a
Definition � li l�
constnietinn site
Purpose To provide a butler area where vehicles can drop their mud and sediment to
avoid transporting it onto public roads, to control erosnin from surface runoff,
and it, help control dust.
Conditions Where wberexer traffic will be leaving a construction site and niva ink: directly onto a
public road or other paved off -site area. Construction plans should limit traffic
Practice Applies ,a,properly constructedentrances-
Design Criteria Aggregate She -Use 2-3 inch washed stone.
Dimensions or gravel pad
-Thickness: o inches initurnain
Width. 1? feet rnioirourn ar frill willh at all points of the vehicular
entrance and exit area, whichever is greater
Length: 54-feet mmimunt
].oration -locate construction entrance, and exits to lima sediment from
leaving the site and to provide fur maximum utili€y by all construction vehicles
(rigure 6.06a). Avoid steep grades, and entrances at curses in public roads.
.06
100
vy Olin
6 mini
2-3..
coarseaggregate
Figum 6.06a Gravel enir�eir seeps sedmont from lea�np re construction sito (modified from Va 5WCC).
6.06.1
6-t14.2
Washing If c«ideitnu at the site are such that most of the mud and sediment
are not removed by vehicles traveling over the gravel, due tires should be
washed Washing should be done on an area stabihwd with crushed stone
that drains into a sediment trap or other suitable disposal area. A wash rack
max dlso be used to make washing more convenient and effective.
Construction 1. ''tear the entrance and exit area of all vegetation; coats, and other
)wionable material and properly grade it.
Specifications
2. Place the ai-el to the specific grade and dnnrnsions shown on the plans,
and smooth it
3. Provide drainage to cam water to a sediment trace or other suitable
outlet
4. _e textile fabr a because they improve stability of the foundation in
local ors sublcct it) seepage or high water table -
Maintenance lviamtam the ;;ravel pad in a condition to prevent mud ar sedmient from
leavurg the consductiorl site This may require penodic tepdressing with 2-
inch stone- .liter each rainfall- in ticct any structure used to trap sediment
and clean it aut as necessary Immediately remove all olijectioneble materials
spilled, washed, it tracked onto pulelic roadways
Reference$ Rrowt%Corrx'e}-ance31easurec
6- ). t rmswhned Channels
Ke,hment Ticliis and Barriers
6.6ii, Temporiny Sediment Trap
Prtlt',1'lf`C'Stan, Ards and VyieC fcatio l4
6.53
IP .1w .•«- INLET PROTECTION
iv
Definition .vrnr.tn iaui,tss xlilter.rrLatrounl.ssio,ntds.ttudroptTrtetnasiablt,led.
a
tick-voyetnicclarca
Purpose To limit serch unit from entering stann drainage systems as a permanent
protection mcarill e.
Conditions Mere iV1wrc the drahaluc area of the drop inlet has ticen perintiocuth secdcd and-
`
t
unticlxd. iTtitl theimm ' t sir / tndim^;rn.3 is to ruutin in d nc x'cactntic+n
Practice Applies Thispractice, is well suited for Lavin attlace d to large buildings.
" r 'niA,
_�
Design Criteria Keep vclocAA tit des] I]oxv at cr the sad,in--i at aft points less than 5 fl,'sec.
a' •,.� � � �� � �
Place sod to form a turf mat cohrpletch CON cling the soil surface for a mininitnn
-
diStaitCe of 4 feel from each side of the duo inlet Nihere runoff hill enter
p
klaintain the slope of the sodded area, no greater than 4: 1.
Four 1' wide or equivalent strips totaling 4' or
Keep the draurage area no grenter if=2l s- initintalnthis area undistttibed
more on each side of the drop inlet.
or stabllive it.
-
F]r�u-� 6.SSa Sad stFips praCact lril3t cr.�,. r.-..
Construction L raring the tlta to he sodded to final grade elevation with top soil Add
fcn,h�erand lithe, and install sod according la Practice 6 12..Wdin�
Specifications
Runoff water ' Filtered water
� -
fi Lax all sod strips perpendicular to the ducctlon of flows
with Sediment
1 heat the xx idth of the sod at ]cast 4 fi an the d€rcction of ]loss s.
4. Stagger sod strips so that adjacent strip erkls are not aligned
, ..
° ` moist MantenanCe r711ringtlsvfirsl#vvacks.walersadasaftetaasrivecssantonaiitdin msts€iit
Io a nolumm" depth of 2 inellc5
Spita:it:o AprT&tC:at"rryrt
Nl' udaul gnaw two bt at Icdst 2 inches with tro more than one-third the shoot
This method of and et protectici, is applicable ble only at the time
tadstfl (grtssleaf-) va lloi,cd in affix mN1N'ing
.anent Seed irttg, top otect flrtu ,, ile rro `i r�.t s enl and mule L €
Apply lcrtlh -ei as nce,�ssary to maini ant 14- &sired , rovl ih and sod clensb}%
�l� until ermaneri ver.pLMation lugs bec onne established.
�
Add time as nccdcd to maintain the Proper" [ill
Figure 8.53b Sad drop inlet sediment filter (source. Va SwCC)
References „ceslat lizution
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10:1 TAPER ! ROLL -AHEAD STREALt
20' CONE DISTANCE TAPER
SPACING SEE NOTE 5 100'
i
APPROACH BUFFER TMIA 50' SHIFT TAPER ttf
-� SHIFT TAPER SPACE SPACE MIN. 142 L TtiS
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LEGEND
TMIA
A CONE
f FL.AGGER
DI PORTABLE SIGN
DIRECTION OF TRAFFIC FLOW
GENERAL NOTES
1- REFER TO STD. 1101.11 SHEETS 1 d 4, FOR "L" DISTANCE AND SIGN SPACING.
2- INSTALL LANE CLOSURES WITH THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE UPSTREAM SIDE OF TRAFFIC. REMOVE
LANE CLOSURES AGAINST THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE DOWNSTREAM SIDE OF TRAFFIC.
3- PLACE CONES ADJACENT -0 THE WORK AREA AT THE MAXIMUM SPACING EQUAL IN FEET TO 2 TIMES THE POSTED SPEED LIMIT.
PLACE CONES SEPARATING OPPOSING TRAFFIC AT THE MAXIMUM SPACING OF 25 FEET.
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)
5- TMIA'S ARE REQUIRED WHEN A BUFFER SPACE CANNOT BE ATTAINED, OR WHEN DIRECTED BY THE ENGINEER OR AS SHOWN IN THE
PLANS. WHEN USED, POSITION TMIA'S TO MAINTAIN A ROLL -AHEAD DISTANCE AS RECOMMENDED BY THE MANUFACTURER.
6- DRUMS OR SKINNY -DRUMS MAY BE USED IN LIEU OF CONES.
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File Name:
M:\09\010\Construction Plan\09010
ES1.dwg
APPROVAL DATE:
00/00/00
PROJECT: 09010
SHEET
E S 1
DRAWN: JLR
CHECKED: WPB
DATE: 01121110