HomeMy WebLinkAbout44-07 Site PlanGENERAL NOTES
1. The property delineated on this plan is located in the Kernstown Business Park
on the corner of Prosperity Drive (Route 1129) and Valley Pike (Route 11) in
Frederick County, Virginia. The site is currently vacant. The property owner
proposes to construct a restaurant, approximately 8,080 square feet, with
associated parking and truck loading areas.
2. Property Owner/Developer:
Contact: Mr. David Shin
Mr. David Shin
ASSEMBLY
1870 Fruitville Pike
BASEMENT FLOOR
Lancaster, PA 17601
Telephone: (717) 201-8010
3. Engineer/Landscape Architect:
Contact: Mr. John
Lewis
PAINTER-LEWIS, P.L.C.
BOTTOM OF CURB
116 South Stewart Street
BUILDING MOUNTED LIGHT
Winchester, Virginia 22601
Telephone: (540) 662-5792
4. Topographic information shown on these plans was provided by
Painter -Lewis,
P.L.C. (540) 662-5792
BASEBOARD
5. Site Data:
C&G
Existing Parcel Area:
2.38 Acres (103,702.34 sf)
CG -2
Proposed right-of-way dedication: 0.04 Acres (1,706.20 sf)
VDOT CURB
Final Parcel Area:
2.34 Acres (101,996.14 sf)
P.I.N: 75 -A -2E
CIP
Zoning: B2 (General Business
District)
Magisterial District: Shawnee
CLASS
Existing Use: Vacant
CMF
Proposed Use: Restaurant
CPP
Front Yard Setback (Major ROW):
Required- 50' Provided-
127.0'
Front Yard Setback (Minor ROW):
Required- 35' Provided-
60.8'
Rear Yard Setback:
Required- none Provided-
12.0'
Side Yard Setback:
Required- none Provided-
41.5'
Maximum Building Height:
Allowed- 35' Proposed-
<35'
FAR Required:
Allowed- 1.0 Proposed-
0.07
Total Building Floor Area= 8,080
sf
Openspace: Required- 15%
(0.351 acres) Provided- 32.1%
(0.754 acres)
Impervious Area: Allowed- 85%
(2.01 acres) Proposed- 67.9%
Total Building Footprint
Area= 8,080 sf
EDGE OF GRAVEL
Total Concrete Sidewalk
Area= 2,525 sf
Total AsRhalt Pvmt.
Area= 59.000 sf
F.F.
F.F.E.
TOTAL= 69,605 sf
6. Parking Space Requirements:
Property Line Setback: Front (ROW)- 5' Provided- 15'
Side- 5' Provided- 5'
Parking Spaces: Required- (1) space per 100sf of Restaurant Space
8,080/100= 80.8 spaces
TOTAL SPACES REQUIRED: 81 spaces
TOTAL SPACES PROVIDED: 115 (Including (5) HC spaces)
Loading Space: Required- (1) space for first 10,000sf of Restaurant Space
None Required
Provided- (1) 12' x 45' Loading Spaces
7. Handicap Accessibility:
HC parking spaces shall have a maximum slope of 1:50.
HC ramps off site shall be constructed per VDOT standards.
8. Landscaping, Buffers, and Screening: See Sheet 8.
9. Lighting: Exterior lighting will consist of wall mounted lights and parking lot pole
mounted lights. All lights will be installed to prevent off-site glare.
10. Trash Receptacles. (1) dumpster is proposed for this site.
11. Signs: All signs proposed for this development shall conform to section
165-30 of the Frederick County Zoning Ordinance. Any signage along Valley Pike
shall be monument style.
12. Environmental Features:
Wetlands- No wetlands have been identified on this site.
Flood plain- No Floodplain exists on this site.
Sink Holes- No sink holes have been identified on this site.
Steep Slopes- No steep slopes have been identified on this site.
13. PER THE ITE TRIP GENERATION MANUAL (7TH EDITION):
LAND USE 931 - QUALITY RESTAURANT (8,080 SF)
TOTAL WEEKDAY TRIPS = 726.8 VPD
WEEKDAY A.M PEAK HOUR = 45.0 VPH
WEEKDAY P.M PEAK HOUR = 72.9 VPH
TOTAL SATURDAY TRIPS = 762.4 VPD
SATURDAY PEAK HOUR = 87.4 VPH
TOTAL SUNDAY TRIPS = 583.1 VPD
SUNDAY PEAK HOUR = 67.7 VPH
14. All proposed utilities will be installed underground.
WATER AND SEWER SERVICE
Frederick County Sanitation Authority
P.O. Box 1877
Winchester, VA 22604
540-868-1061
BUILDING INSPECTIONS
Frederick County Inspections Department
107. N. Kent Street
Winchester, VA 22601
540-665-5656
EROSION AND SEDIMENT CONTROL
Frederick County Public Works Department
107 N. Kent Street
Winchester, VA 22601
540-565-5643
PUBLIC ROAD IMPROVEMENTS
Virginia Department of Transportation
14031 Old Valley Pike
Edinburg, VA 22824
540-535-1818
NATURAL GAS
Shenandoah Gas
350 Hillandale Lane
Winchester, VA 22602
540-868-7911
ELECTRIC SERVICE
Allegheny Power
3463 Valley Pike
Winchester, VA 22602
540-722-5830
TELEPHONE SERVICE
Verizon
404 Hillandale Lane
Winchester, VA 22602
540-665-3156
RESPONSIBLE LAND DISTURBER
NAME:
CERTIFICATION #:
DATE:
THE RESPONSIBLE LAND DISTURBER IS THE
PARTY RESPONSIBLE FOR CONSTRUCTION do
MAINTENANCE OF ALL THE LAND DISTURBING
ACTIVITIES - AS SET FORTH IN THESE PLANS.
I
ECHI = ANi
NLT
PROSPERITY' DRIVE
SHAWNEE MAGISTERIAL DI TRICT
M EDERICK C
VALLEY FARM CREDIT, ACA f't
P.I.N.: 75 -A -2K
ZONED: B-2
USE: VACANT
tl � 11
�T I 11
nill
vU-41-1
' ' u
` ! I
fol
L J
VALLEY FARM CREDIT, ACA
P.I.N.: 75 -A -2G
D.B.: 963, PG. 464
ZONED: B-2 1
USE: COMMERCIAL
r f 1
G
._ /
s>
MILLER AUTO SALES, INC.
P.I.N.: 75 -A -11C
D.B.: 793, PG. 599 I ��
ZONED: B-2
USE: COMMERCIAL
I
50
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ter.
0,
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20
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J tP'IX, 75 -A -W
V.B.: 01, PG.1436 I f
ZONED: B-2 r
DENTAL OFFIC-E� f
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ABBREVIATIONS
GEORG & JOHN MILLER PARTt ERSHIP, L.C. - '-
P.I.N.: 75-A-11 C _
D.B.: 892, PG. 83 - a yTH OF
ZONED: B-2 vf�P
USE: VACANT -' -
JOHN C. LEWIS
PROJE T OVERVIEW Uc. No. 621
0 50 1500
loxAly
Scale = 50 ft
LUNING AUMINISTRATOR DATE
APPROVED
FREDERICK COUNTY, VIRGINIA
SITE PLAN EXPIRES FIVE 5 YEARS FROM DATE OF APPROVAL
SITE PLAN EXPIRES TWO 2 YEARS FROM DATE OF FCSA APPROVAL
D�WHo/r111V RESTAURANT
PROSPERITY DRIVE
SHAWNEE MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA
PP
CONSULTING
ENGINEERS
PAINTER-LEWIS, P.L.C.
116 South Stewart Street
Winchester, Virginia 22601
Telephone (540) 662-5792
Facsimile (540) 662-5793
Email: off ice0painterlewis.com
JOB NO.: 0610022 SHEET:
May 17, 2007 1/15
Latest Revision Date: October 29, 2007
ASSY.
ASSEMBLY
B.F.
BASEMENT FLOOR
BLK.
BLOCK
BC
BOTTOM OF CURB
BML
BUILDING MOUNTED LIGHT
BP
BREAK POINT
BSBD.
BASEBOARD
C&G
CURB AND GUTTER
CG -2
VDOT CURB
CG -6
VDOT CURB do GUTTER
CIP
CAST IN PLACE CONCRETE
CL
CLASS
CMF
CONCRETE MONUMENT FOUND
CPP
CORRUGATED POLYETHYLENE PIPE
CMP
CORRUGATED METAL PIPE
CMPA
CORRUGATED METAL PIPE ARCH
CO
CLEAN OUT
DIA.
DIAMETER
DS
DOWNSPOUT
EOP
EDGE OF PAVEMENT
EOG
EDGE OF GRAVEL
EX.
EXISTING
F.F.
F.F.E.
FIRST FL0 R
FINISHED FLOOR ELEVATION
FDC
FIRE DEPARTMENT CONNECTION
FG
FACE OF GUTTER
FH
FIRE HYDRANT
F.L.S.
FIRE LANE SIGN
F.LT.
FLOOD LIGHT
Ga.
GAUGE
GM
GAS METER
GV
GAS VALVE or GATE VALVE
HCR
HANDICAP RAMP
HB
HOSE BIB
HDR CURB
6" HEADER CURB
HP
HIGH POINT
HTR.
HEATER
INC
INCREASER
INV
INVERT
IPF
IRON PIPE FOUND
IPS
IRON PIPE SET
LP
LOW POINT
LT.
LIGHT
MLP
METAL LIGHT POLE
MPD
MULTI -PRODUCT DISPENSER
MP
METAL POST
MH
MANHOLE
NDC
NOSE DOWN CURB
N.P.S.
NO PARKING SIGN
NLT
NO LEFT TURN
NRT
NO RIGHT TURN
N.T.S.
NOT TO SCALE
OHE
OVERHEAD ELECTRIC
OHT
OVERHEAD TELEPHONE
PIV
POST INDICATOR VALVE
PL
PROPERTY LINE
PP
POWER POLE
PROP.
PROPOSED
PVMT
PAVEMENT
RCP
REINFORCED CONCRETE PIPE
R.D.
ROOF DRAIN
RED.
REDUCER
R.O.
ROCK OUTCROP
SAN.
SANITARY
SEW.
SEWER
STD.
STANDARD
T.B.D.
TO BE DEMOLISHED
T.B.R.
TO BE REMOVED
T.B.P.
TO BE PRESERVED or PROTECTED
TB or T.B.
THRUST BLOCK
TC
TOP OF CURB
TEL.
TELEPHONE
TRB
TELEPHONE RISER BOX
NRB
TELEVISION RISER BOX
TYP or
TYP.
TYPICAL
UGE
UNDERGROUND ELECTRIC
UGG
UNDERGROUND GAS
UG CAN
UNDERGROUND CABLE T.V.
UGT
UNDERGROUND TELEPHONE
XFMR
ELECTRIC TRANSFORMER
WL
WATERLINE
WM
WATER METER
WPP
WOOD POWER POLE
WTP
WOOD TELEPHONE POLE
WV
WATER VALVE
5'R
RADIUS IN FEET
'00.00
PROPOSED SPOT ELEVATION
X(00.00)
EXISTING SPOT ELEVATION
HATCHING INDICATES REVERSED PITCH
IN THE GUTTER PAN: PITCH TO BE
1/2" PER FOOT. TRANSITION THE GUTTER
OVER A 10' LENGTH (TYP).
LIST OF DRAWINGS:
SHEET
1/15:
COVER SHEET
SHEET
2/15:
LAYOUT PLAN
SHEET
3/15:
GRADING PLAN
SHEET
4/15:
STORM SEWER PROFILES AND DETAILS
SHEET
5/15:
WATER LINE AND SANITARY SEWER PROFILES
AND DETAILS
SHEET
6/15:
EROSION AND SEDIMENT CONTROL PLAN
SHEET
7/15:
EROSION AND SEDIMENT CONTROL DETAILS
SHEET
8/15:
LANDSCAPE PLAN
00
SHEET
9/15:
SITE LIGHTING PLAN
.`
SHEET
10/15:
CONSTRUCTION DETAILS
e
C< I
SHEET
11/15:
VDOT DETAILS
=
SHEET
12/15:
VDOT STANDARD NOTES, VDOT DETAILS
SHEET
13/15:
SIGHT DISTANCE PROFILE AND VDOT DETAILS
SHEET
14/15:
PAVEMENT STRIPING PLAN AND VDOT DETAILS
SHEET
15/15:
MAINTENANCE OF TRAFFIC PLAN AND DETAILS
GEORG & JOHN MILLER PARTt ERSHIP, L.C. - '-
P.I.N.: 75-A-11 C _
D.B.: 892, PG. 83 - a yTH OF
ZONED: B-2 vf�P
USE: VACANT -' -
JOHN C. LEWIS
PROJE T OVERVIEW Uc. No. 621
0 50 1500
loxAly
Scale = 50 ft
LUNING AUMINISTRATOR DATE
APPROVED
FREDERICK COUNTY, VIRGINIA
SITE PLAN EXPIRES FIVE 5 YEARS FROM DATE OF APPROVAL
SITE PLAN EXPIRES TWO 2 YEARS FROM DATE OF FCSA APPROVAL
D�WHo/r111V RESTAURANT
PROSPERITY DRIVE
SHAWNEE MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA
PP
CONSULTING
ENGINEERS
PAINTER-LEWIS, P.L.C.
116 South Stewart Street
Winchester, Virginia 22601
Telephone (540) 662-5792
Facsimile (540) 662-5793
Email: off ice0painterlewis.com
JOB NO.: 0610022 SHEET:
May 17, 2007 1/15
Latest Revision Date: October 29, 2007
LEX. 20'
-T EAS �..", SII
DoAIN
� 1 � lel 3
1CR4 rE= 745. J I
II IN=741.86
OUT=741.81
11 '-15' CMP
INV=742.85 1 11 3 w
INV=741.28
11 100
ix
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p
10
In LVA W�
PR- GAS LINE ��F
NOTE: INSTALL OF THE
FLOW INE RE RE? WARPING
OF A PORTI N OF HE Elk TO PRUEN THE PONDING
WATER. S -12 RAMPS IF
OF EE SHT 1 �,UTALSO, INSTALL CG
REQUIRED 133� VDOT INS ECTOR.
INV= 738.09
- _ : �, 1L_ _,-,� =___ _� _ 1 �I � 11
L
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EX. SAN. MH
RIM ELEV= 739.49
1W. IN= 7JO. J7
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-mm EX. GV AND BOX It I II
RIM ELEV.= 737.86 / s
A -cz -INIC
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EX. S4A( SEW IW=751.45
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ACA CD ,• ..
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P. 1. N.: 75 -A -2G It II R. 6"x36" TEE
IN
D.B.- 96,31 PG. 464
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SIGN
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8'T
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ELEV. 7J7.42
RIM ELEV. 7J7.59 26.4'-18" RCP 0 2.0076
RIM ELEV. 737.69 BE X-1180a)NED TJ R. .W.
)
rWEx8-WATM0_ X_ x _x -X-- x
EX. ES -2
INV IN= 735.71 CK -18 *_0 -2 -PR. TEs r Prr- PRs
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EX. 144.4X-810 SA SEWER - - - - - - - -r(p
N. r= �34.62 _j
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+
IN -729. •
RO PR. ani. WC, LK
EEXMS�V
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PP EX. SAN. MH
PR. STOP- RIM ELEV= 73782
BAR OUT=729.09 78.9'-21" RCP 0 2.7
IN=729.19 =X. _mp
IN=729.09
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\4,145.27 3 7117
1777.
96
48
lI�1011I
Fou
RI DEVELOFVE
+
748.30
+ 748,81
+ 742.8-
+ 745,10 + 74218 3.38 +
+ 741.85
+ 142.42 + 74 35 -PR
WA + 743A,
4
+ 713 14/ 99 741.4 + 745.49
+ 744� '115
+ 144,09 41.9 + + 745.71
7 ft*-*hp..12 1 -
+ 744 V" 742.0 ;i
7415
741-3
+ 740.
740.5
74 .2
741.5
+ 740 59
1 74
7 041 74#50
L 742'p 740.9 741_-
+ 740.40
0 +
741.0 7412
-T
+ .3
739.
+ 740 -,1
7414
JUST
741.0 WA -L -K- 742.0 739.22
39.58 1-6* 1):ER y 741,2 7 7
7 48
+ 739.66 73 .33 + 738.89 741.0
74 7 742.0 741.8
L
741.4
-- ESTAU +
b + 7,37.48 ------- .9080 SF 7,38 11
+
JL TAL
738. --- ---- -
Cv I FFz742.00
LL 740.2 1
limm l=1 9 +,Vg73I, 1 - - - 7408 + 7)() A4
+ +
7414
u 11+ 738 L 742.0 741.0 + 'IF; 08
Ii
_ -_:�I\ _� �\I-' �l�I\ '� III ;� i://''� ��� ,� _ 1 -- - . }5 7i'/ / ./ �9/ . .7 I I�{ � �,y/3 - '. 3\1 ' 31II{/} 17l11l �3l l ^�6l l l l 7\Il I1lIl I 1 l { '{Rf S I(3�1A�ID_'r`O,V�, 317•7i,,r2gy�RRpp�6� ,� I +i .
11 1
./ Q"�.. �P^r l
1.8 .742.0 y
38.44 740.0
►�{ I ' {���-!''-{ _ -- �I ;9{. {i--
41.8
9.1
738.7
7,3&8?
2.3 t%4%ll 1.
L 738
'56
.17714
1 2fi
+ 7 737 15 Al + 73�14 L
7406 7 3717,38.?2 I --'r-,_ -.- 1!!� I + 11524 - L 15 + 73897
05 737.9 + 7 2 Ciiii, + j741. + '�5r Fl 741. 739 8.
4,058 .6
J�i � II {{ 1 l 1 I13IanE O v `L! {
iI
� ji i I{ �.�!I
I
73
741.8
7355 740.7
7.38.0
738.01 730,
731 8
if ! +
44/1
0 L41
+
+ 736-74 7403 i + 7341,4
' ' O + 7 33.86 + 733.
7 734.25
737.6 7 26 .35.39
13� 72
+
+ ?34.60
-00
3800 179 7
t 7370
+ 739.29
A 3 +
737
PC 7,38.5 739.9 +
737 / 1 ' 1 '346 0 + '35.39 ol IA,Q 7.2 .0
{ ' ' Ii�
+ 7.3 + 733.38 733.58
-1010 + 732-fll 73
.2
rem
0
z
a
z
z w
:?: >
z
La �
Ix W 0
Q�
c"
QQ.
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CL ir
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ul (0
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cr
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00
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Ad -i I �
73, (n
I ---Tr z
739 IN
IX. a4S
+ 7,M 19 .8 00 0---, + 133,54 -J Ld
MESTAL j 707*�-- I
7. 4 21 7390 I I z
1- 734 17 20 0 20 V) -
6. 60
�13 Z
+ 0 Z
X 4--w 1.-3.473
. ..... �W x xt- x X---±,, x x--Ix-�32,49
U
w W� x733.9 7
7 -1 0 f32 66
73 ' X - - - - - - - - - - + 7 0 'R -STM, 32.5E
7.32.52
- - - - - - - - - - - ...... ...... + 734.41 _ZS 73.71 + 737�60 .82 Scale
A\
+ 734,28mrs r-,
A A,
77- 7 7
A,
+ A
I + + 7)3
-132�41 A
+ + imp MR -JOEL -mmol 1 4,
73 di l 7 3.72 + 732.48
+ +
'xd - ------ - --------- MAI
Ix. *7- IF - - N C. LEWIS
-31 --+"2 46 +
pp 77 + + "2.98
+736,j + 7,33.91 1+ 333. /+ 731 1-1 .4 + "I'll 505
ro - . No. 021621
7)a 1* T r +
732,64 + 131.94 + 731,ffi + 711, V6
+ 730; w- w w- -w-w W -W- N -W EX- 0"o MIN w w w 3 . W -w + 732.21 w 52.14 4 7i;�, -32 T
w w W -w- w W -w -w -w -W -w -w- MAIII IN - W -w-
-w- w -w -w- 7 X. 38%0---W-A-M� MAIN 99,
+ SIGNAL
�17 56
+ 738 -AC
"I L E �49"'-----,SURVEY: C.I.:
5%PftD LIMIT= 45 MPH VAR/ABLE R. O. w PL -PLC 2'
Mai 1 7
t -17 47 j 73�, '7
39 + 730 15 DRAWN BY: JOB NO.:
I'll Jal'
f 33.3 0
x
6 0022
............
48 SCALE:
DATE:
I I Vill 77
+ 1"=20.0' 5/17/07
SH EET-
4-44"2 Milli, 19 + 737.90 .27- 3/15
--I -T*r14164
z
z w
:?: >
z
La �
Ix W 0
QQ.
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g 0 L)
CL
CL ir
C-) Ld
c)
C-) LLJ
LL) cr
0 LL -
d
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(C"4) a" n
o
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0
U
T r
Ln In
V5
I I
N(D
(0 N
3r
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0 0 (0 (0
0
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4u,) 7- E
`0
wo
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ul (0
C F-- LL-
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LLJ
Ad -i I �
73, (n
I ---Tr z
739 IN
IX. a4S
+ 7,M 19 .8 00 0---, + 133,54 -J Ld
MESTAL j 707*�-- I
7. 4 21 7390 I I z
1- 734 17 20 0 20 V) -
6. 60
�13 Z
+ 0 Z
X 4--w 1.-3.473
. ..... �W x xt- x X---±,, x x--Ix-�32,49
U
w W� x733.9 7
7 -1 0 f32 66
73 ' X - - - - - - - - - - + 7 0 'R -STM, 32.5E
7.32.52
- - - - - - - - - - - ...... ...... + 734.41 _ZS 73.71 + 737�60 .82 Scale
A\
+ 734,28mrs r-,
A A,
77- 7 7
A,
+ A
I + + 7)3
-132�41 A
+ + imp MR -JOEL -mmol 1 4,
73 di l 7 3.72 + 732.48
+ +
'xd - ------ - --------- MAI
Ix. *7- IF - - N C. LEWIS
-31 --+"2 46 +
pp 77 + + "2.98
+736,j + 7,33.91 1+ 333. /+ 731 1-1 .4 + "I'll 505
ro - . No. 021621
7)a 1* T r +
732,64 + 131.94 + 731,ffi + 711, V6
+ 730; w- w w- -w-w W -W- N -W EX- 0"o MIN w w w 3 . W -w + 732.21 w 52.14 4 7i;�, -32 T
w w W -w- w W -w -w -w -W -w -w- MAIII IN - W -w-
-w- w -w -w- 7 X. 38%0---W-A-M� MAIN 99,
+ SIGNAL
�17 56
+ 738 -AC
"I L E �49"'-----,SURVEY: C.I.:
5%PftD LIMIT= 45 MPH VAR/ABLE R. O. w PL -PLC 2'
Mai 1 7
t -17 47 j 73�, '7
39 + 730 15 DRAWN BY: JOB NO.:
I'll Jal'
f 33.3 0
x
6 0022
............
48 SCALE:
DATE:
I I Vill 77
+ 1"=20.0' 5/17/07
SH EET-
4-44"2 Milli, 19 + 737.90 .27- 3/15
--I -T*r14164
STORM SEWER
PROFILE
SCALE:
DATE:
(H) t' 050.0,
Z
SCM.M- (H) 1' •30.0'
4/15
scm m. (H
M 1' •
3.0i
740
1
740
J
PROPOSED
GRADE_
5
1 ` • 3.0'
EXISTING
RADE
50
735
HCL
735
730
W
730
=)
4 "
53.5'-12"
40
0
C6N
C
N
CPP 0 1.8
PROPOSED
GRADE
BO
OM OF STIR. 1(=730.5
745-.000
(/)Y
B
TTOM OF STR.
=731.0
U
725
745
�
^�c
w
725
720
V
CL
720
715
W
1
715
J
CR
40
0
0
a
W
to
C
to
M
U
w
O
V)
_
735
7
GL
i-
o
F-- o
K:::18" CC
TP
v
CD
--�
�
735
_
ON
M
tri
- J
11 A 253.0'-14
23" ELLIPTICAL
I I
I� n tt
II III
►I
UF-
U -i
0
I O
730
ozz
z
II
tfiGt
Lq
26.4'
18
oLn
730
_
10+00
6" SCHEDULE 40 PVC
45' BEND(SCH 40 PVC)
DIDWNSPOUT
WIRE SCREEN FOR
RODENTS
REDUCER AS REQ'D WITH WIRE
MESH SCREEN FOR RODENTS
12" MAX.
;R
ISEEOTE #1
HE STORM SEWER
FOR SIZE OF COLL
SEE NOTE
#2
NNS
DR
1 % MIN. SLOPE
DOWNS OUT COLLEC OR DETAIL
NOT TO SC LE
NOTES:
1. USE SCH 40 PVC FOR ALL PIPING. CONNECTIONS
CAN BE MADE USING FERNCO COUPLINGS AND REDUCERS.
2. A WATERTIGHT CONNECTION SHALL BE MAINTAINED
WITH ANY TRANSITION FROM SCHEDULE 40 PVC
PIPE TO ANY OTHER PIPE TYPE.
3. THE DOWNSPOUT COLLECTOR DRAIN SHALL BE
INSTALLED BEFORE THE DOWNSPOUTS ARE INSTALLED
ON THE BUILDING. SITEWORK CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL WORK TO AND INCLUDING THE
RODENT SCREEN. BUILDING CONTRACTOR SHALL BE
RESPONSIBLE FOR THE CONNECTION AT THE POINT
OF THE RODENT SCREEN.
FINAL BACKFILL
CAREFULLY COMPACTED
SELECT BACKFILL OR
CRUSHED AGGREGATE
CRUSHED AGGREGATE
ED GRADE=736.5-
SECTION THROUGH PIPE DETENTION FACILITY
NOT TO SCALE
UNDERGROUND DETENTION FACILITY NOTES
1. SEE PLAN VIEW FOR PIPE LAYOUT AND LOCATION.
2. INSTALL GEOTEXTILE OVER ALL 36"0 HDPE PIPE WITH APPROPRIATE OVERLAPS IN
ACCORDANCE WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS.
3. ALL HDPE PIPE SHALL BE HANCOR Hi -Q, AASHTO M-252, NON -PERFORATED OR EQUAL.
4. PROVIDE MANIFOLD ENDS AND TEE CONNECTIONS AS IMPLIED ON THE PLAN VIEW. FABRICATE
AAI11 INSTALL ALL PIPE AND FITTINGS IN ACCORDANCE WITH THE MANUFACTURER'S
CIFICATIONS.
NSTALL 8 ROWS OF 121.5-36"0 HDPE PIPE ON 6' CENTERS.
AAKE WATER -TIGHT CONNECTIONS AT PIPE -TO -PIPE AND PIPE -TO -STRUCTURE JUNCTIONS.
2"H X 6"W ORIFICE CUT INTO
ND CAP OF 18"0 CROSS;
JVERT OF ORIFICE=732.25
SECTION A -
NOT TO SCALE
TO
TYPICAL STORM SEWER PIPE BEDDING DETAIL
NOT TO SCALE
STORM
SEWER PROFILE
SCALE:
DATE:
AS NOTED
Z
SCM.M- (H) 1' •30.0'
4/15
scm m. (H
I 1' •30.0'
`W
(1l) 1 3.0'
J
D
750
5
1 ` • 3.0'
Q
50
740
2
W
3
=)
4 "
PROPOSED GRADE
40
0
C6N
C
N
PROPOSED
GRADE
ME
745-.000
(/)Y
(n
C,4 I
U
O
745
�
^�c
w
EXISTING
GRADE
V
CL
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7401.1
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7
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TP
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LL-
E
Zw
11 A 253.0'-14
23" ELLIPTICAL
GL
RCP 0 1.0%
-
730
tfiGt
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26.4'
18
RCP 0 2.00%
730
_
725
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CL
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N
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M
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cl
730
C)
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- - -
n ooh
L187.6'-24
RCP
0 1.00%
LL
78.9'
21" RCP
0 2.)8%
3.0'-19"x30"
HDPE 0 2.77%
L
^O
N
W
EX.
0"x17"
IPE
II
C)
+
II
II
r�
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10+00 11+00 12+00
725
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10+00 11+00 12+00
13
00
1i1\1�1�1L�Llrll�i�l�l�l!
NO . SCALE
STORM
SEWER PROFILE
SCALE:
DATE:
AS NOTED
Z
SCM.M- (H) 1' •30.0'
4/15
`W
(1l) 1 3.0'
J
D
750
5
Q
50
W
E
=)
�p
PROPOSED GRADE
W
0
C6N
C
N
EXISTING GRA
ME
745-.000
(/)Y
(n
C,4 I
U
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LL-
E
Zw
11 A 253.0'-14
23" ELLIPTICAL
735
RCP 0 1.0%
730
730
725
LLJ
0
725
CL
M
N
x
M
N
cl
C)
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'
n ooh
=
00
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L
^O
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W
F >
--
II
C)
+
II
II
r�
'+
10+00 11+00 12+00
DI -3B TOP =736.80
R-2 RISER
TOP OF RISER=734.75
72"0 PRECAST BASE UNIT
18" TEE
18" INV OUT=732.00
ou i I wm OF 0TRUCTURE=731.00
w
J
H
F_
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W
J
ti
0 (n
cr
a J
Q
cr
W
V) Z
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0
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JOB NO.:
0610022
SCALE:
DATE:
AS NOTED
Z
SHEET:
4/15
`W
z
J
D
w
Q
W
E
=)
�p
N
07
W
0
C6N
C
N
N
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0
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ti
0 (n
cr
a J
Q
cr
W
V) Z
�Q
0
cn
_a
Z
■
JOB NO.:
0610022
SCALE:
DATE:
AS NOTED
Z
SHEET:
4/15
`W
J
D
w
Q
W
E
=)
�p
N
07
W
0
C6N
C
N
N
Qa.
(/)Y
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C,4 I
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vv
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7
1.
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W
U
N
v
0
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■
JOB NO.:
0610022
SCALE:
DATE:
AS NOTED
U
SHEET:
4/15
J
E
�p
N
07
U
C6N
C
N
N
(n
C,4 I
a3i
vv
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co
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J
V)
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Lf)
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a
C
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a
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v
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LL-
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Zw
TH 0
YrZh
A ,f
JOHN C. LEWIS
11c. No. 021621
�SSIoxaL �
SURVEY: C.I.:
PL -PLC NA
DRAWN BY:
PL -PLC
JOB NO.:
0610022
SCALE:
DATE:
AS NOTED
5/17/07
SHEET:
4/15
I general backfill
general backfill
24" select
backfill
6" All backfill to be compacted to
95% of ASTM D698 maximum
density.
`stone g^ general backfill
STANDARD09m,
it 8"
concrete
24" select
backfill
6"
---- - 6"
CONCRETE ENCASEMENT
TRENCH & BEDDING
_1_ MAR 06
Both joints of the fitting shall be restrained. In addition, all joints within the
recommended length (L) on the large side of the reducer shall be restrained.
RESTRAINED LENGTH OF PIPE (Ft)
/ 1010
'
LARGE SIDE JOINT
!
0100 �F"�
..
1010
6'
9'
10'
12'
6-
a'
10'
12'
6•
it 8"
concrete
24" select
backfill
6"
---- - 6"
CONCRETE ENCASEMENT
TRENCH & BEDDING
_1_ MAR 06
Both joints of the fitting shall be restrained. In addition, all joints within the
recommended length (L) on the large side of the reducer shall be restrained.
REDUCER
L
~` `--I
In addition to restraining the connection, any joint that falls
within the recommended length (L) shall be restrained.
RESTRAINED LENGTH OF PIPE (Ft)
RESTRAINED LENGTH OF PIPE (Ft)
SMALL
SIDE
LARGE SIDE JOINT
PVC
DIP
JOINT
6'
9'
10'
12'
6-
a'
10'
12'
6•
--
40
60
60
--
20
40
40
8'
--
--
40
60
--
--
20
40
f0'
--
--
--
40
--
--
--
20
REDUCER
L
~` `--I
In addition to restraining the connection, any joint that falls
within the recommended length (L) shall be restrained.
RESTRAINED LENGTH OF PIPE (Ft)
PVC
DIP
FITTING
f0' 1T'
r0 60 80 100
40 40 60 60
In addition to restraining each joint of the tee, (1) any joint
that falls within the recommended length on the branch
outlet (Lb) piping shall be restrained, (2) any joint that falls
within the recommended length of the run (straight through)
outlets (Lr) shall be restrained.
A cross shall be restrained per a tee's requirements for Lb.
A wye shall be restrained per a tee's Lr and a 45' bend's L requirement.
RESTUNED LENGTH OF PIPE (Ft)
TEE
PVC
FITTING
PVC
DIP
r X b
Lr
Lb
Lr
Lb
6 X 6
20
20
20
20
6 x 6
20
20
20
20
6 X 6
20
20
20
20
10 x 10
20
20
20
20
10 x a
20
ze
zo
20
RESMNNED LENGTH OF PIPE (Ft)
TEE
PVC
FITTING
PVC
DIP
r X b
Lr
Lb
Lr
Lb
10 X 6
20
20
20
20
12 X 12
20
20
20
20
12 X 10
20
20
20
20
12 x 6
20
20
20
20
12 X 6
20
20
20
20
TEE, CROSS, WYE
�'-L"I
v. In addition to restraining each side of the bend, any joint that falls within
the recommended length on each side of the bend shall be restrained.
TYPE
RESTRAINED LENGTH OF PIPE (Ft)
RESTRAINED LENGTH OF PIPE (Ft)
FITTING
PVC
DIP
DECREE
6'
a'
10'
12'
s'
a'
1o'
12'
90
20
20
40
40
20
20
TO
40
45
20
20
20
20
20
20
20
20
225
20
20
20
20
20
20
20
20
11.25
20
1 20
20
TO
20
20
20
20
HORIZONTAL BEND
RESTRAINED JOINTS - 6" THRU 12" 2 OF 3
-3- MAR 06
finished
DOWN BEND
DEPTH 4 FT. MIN.
DOWN BEND
RESTRAINED LENGTH
4
1 >
4
Vertical offsets contain down and up bends.
On down bends, one joint faces horizontal and the
other points down. On up bends, one joint faces
horizontal and the other points up. Each side of any
vertical offset bend shall be restrained. In addition, any UP BEND
joint that falls within the recommended length on each
side of the fitting shall be restrained (Ld, Lu).
UP BEND
DEPTH
LENGTH
V LK 1 IGAL OFFSET
RESTRAINED JOINTS - 6" THRU 1,'
-4- MAR 0
REINFORCEMENT PER
TANK MANUFACTURER
WATERTIGHT NEOPRENE BOOT
PLAN VIEW
12"
MIN.
RESTRAINED LENGTH OF PIPE (Ft)
a) in non -traffic area - model no. S1 R3030
OR GROUT SEAL -TYPICAL FOR
ALL CONNECTIONSL
10"
. (H) 1"
4" stone
DEPTH OF BURY
under custom setter
12 gauge solid insulated
Panella Model P44SV-CSK (4') cast iron
DEPTH OF BURY
PJ X FIP coupling
-
4 FT. MLN. 5-12 FT.
8.,
2"
4000 PSI CONIC.
8 �,
4 FT. MIN.
5-11 FT.
&VTYPE
DEGREE OF BOW
LA (DOWN) Lu (UP)
S1ZE/ VW
DEGREE OF BE
OS
Ld (DOWN)
Lu (UP)
6- PVC/0111'
45, 22.5 # 11.25
20 20
10' PIC
22.5 t 11.25
U
20
20
a' PVC
45
40 20
10' DIP
45, 22.5 A 125
20
20
a' PVC
22.5 tt 11.25
20 20
11' PVC/DIP
45
THIS WATER SERVICE CONFORMS TO THE UNIFORM STATEWIDE BUILDING CODE
40
20
a' DIP
45, 22.5 t IIm
20 20
12' PVC
22.5 t 11.2
i
20
20
10' PVC
45
40 20
12' DIP
225 d 11.
20
20
V LK 1 IGAL OFFSET
RESTRAINED JOINTS - 6" THRU 1,'
-4- MAR 0
REINFORCEMENT PER
TANK MANUFACTURER
WATERTIGHT NEOPRENE BOOT
PLAN VIEW
12"
MIN.
COVER
a) in non -traffic area - model no. S1 R3030
OR GROUT SEAL -TYPICAL FOR
ALL CONNECTIONSL
10"
. (H) 1"
4" stone
6 stone beddin 9
under custom setter
12 gauge solid insulated
Panella Model P44SV-CSK (4') cast iron
copper wire for line tracing,
PJ X FIP coupling
-
cleanout cap with standard gasket and brass
FREDERICK COUNTY SANITATION AUTHORITY
CONSTRUCTION NOTES
1. The Authority's Water and Sewer Standards and Specifications are available
at www.fcso-water.com.
2. The water and sanitary sewer portion of these plans are valid for two
years from the date of FCSA approval.
3. The contractor shall adhere to the standards and specifications in effect
at the time of construction.
4. The contractor shall coordinate with, and arrange for inspection by, the
Authority.
5. The contraci.or shall tie-in a new sewer line to an existing manhole by
core drilling the manhole.
6. When an existing water main is tapped for the installation of a new line:
a) The F',uthority shall furnish all labor and material.
b) The c ontractor must:
1. make application and pay deposit
2. mark the tap location
3. coordinate installation with the engineering -assistant
7. Exact locations of water and sewer services on new lines are to be
coordinated with the Authority's inspector.
8. The Authority's maintenance department shall furnish and install all water
meters through 2" in size.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX
ASSEMBLY INSTALLED CORRECTLY.
Before a permanent meter is installed:
a) The meter box, with its frame and cover, must be properly aligned
with the coppersetter.
b) The frame and cover shall be set to final grade.
c) The distance between the top of the cover and the coppersetter
shall to be between 18 and 21 inches.
d) All components of the meter box assembly shall be in proper
working order.
9. For water and sewer services that connect to existing lines:
a) The location of the service lateral is to be coordinated with the
Authority's engineering assistant.
b) An Application for Service must be made and fees paid before work
will begin.
c) The Authority shall furnish and install all 5/8", 3/4" and 1 " water
services.
d) For all 1 1/2" and 2" water services, the Authority shall make the
tap and bring the piping to the property line. The contractor
shall furnish and install the meter vault assembly. The Authority will
install the meter.
e) The Authority will install all sewer laterals.
10. Any water service line must have a backflow prevention assembly (double
check valve or RPZ, as required). The assembly must meet ASSE standard
No. 1015 or 1013.
11. All fire lines shall have backflow prevention assembly (detector double
check valve of RPZ, as required). The assembly shall meet ASSE standard
No. 1048 or 1047. Any exterior, privately owned fire line shall also have a
fire service meter. This assembly shall be installed immediately before the
backflow prevention unit. Radio read remotes are required.
12. FCSA Engineer shall review the mechanical drawings containing the
domestic and fire service meters and backflow prevention devices, and
approve the designs and materials.
53"
4 BAFFLE WALL
8"
8"x24" FLOW PORT
-7
750 GALLON PRECAST
CONCRETE CHAMBER
BY WINCHESTER BUILDING T
SUPPLY OR EQUAL 18" 24rr 18"
. ....... ......... . 6" CRUSHED STONE
-0 COMPACTED SUBGRADE
SECTION VIEW
GREASE TRAP DETAIL
\ �1 r- spigot by gasketed bell 45" bend
0
'ERTIGHT NEOPRENE
(OR EQUAL) (TYP)
PROVIDE 24"0 ACCESS VIA
GREEN, PLASTIC RISER
BACKFILL TO LID
Valvco, Inc valve box assembly:
lid: Figure No. 7 marked'SEWER'
top section: Figure No. 7S26T0
bottom section: Figure No. IB0824 concrete skid pad
finished 18" dia. x 6" deep
grade
WATER UNE PROFILE
yr.�
a) in non -traffic area - model no. S1 R3030
OR GROUT SEAL -TYPICAL FOR
ALL CONNECTIONSL
10"
. (H) 1"
4" stone
6 stone beddin 9
under custom setter
12 gauge solid insulated
Panella Model P44SV-CSK (4') cast iron
copper wire for line tracing,
PJ X FIP coupling
-
cleanout cap with standard gasket and brass
8.,
2"
4000 PSI CONIC.
8 �,
VALVE, DEAD END (PLUG, FIRE HYDRANT)
4" SCI-{ 40 PVC FROM BLDG.
;'•
LdZ
PL -PLC
50
750
to one foot beyond sidewalk.
RESTRAINED JOINTS - 6" THRU 12" 1 OF 3
-2- MAR 06
SEE SITE PLAN FOR INVERT
8„
PROPOSED GRADE
brick base
a
FREDERICK COUNTY SANITATION AUTHORITY
CONSTRUCTION NOTES
1. The Authority's Water and Sewer Standards and Specifications are available
at www.fcso-water.com.
2. The water and sanitary sewer portion of these plans are valid for two
years from the date of FCSA approval.
3. The contractor shall adhere to the standards and specifications in effect
at the time of construction.
4. The contractor shall coordinate with, and arrange for inspection by, the
Authority.
5. The contraci.or shall tie-in a new sewer line to an existing manhole by
core drilling the manhole.
6. When an existing water main is tapped for the installation of a new line:
a) The F',uthority shall furnish all labor and material.
b) The c ontractor must:
1. make application and pay deposit
2. mark the tap location
3. coordinate installation with the engineering -assistant
7. Exact locations of water and sewer services on new lines are to be
coordinated with the Authority's inspector.
8. The Authority's maintenance department shall furnish and install all water
meters through 2" in size.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX
ASSEMBLY INSTALLED CORRECTLY.
Before a permanent meter is installed:
a) The meter box, with its frame and cover, must be properly aligned
with the coppersetter.
b) The frame and cover shall be set to final grade.
c) The distance between the top of the cover and the coppersetter
shall to be between 18 and 21 inches.
d) All components of the meter box assembly shall be in proper
working order.
9. For water and sewer services that connect to existing lines:
a) The location of the service lateral is to be coordinated with the
Authority's engineering assistant.
b) An Application for Service must be made and fees paid before work
will begin.
c) The Authority shall furnish and install all 5/8", 3/4" and 1 " water
services.
d) For all 1 1/2" and 2" water services, the Authority shall make the
tap and bring the piping to the property line. The contractor
shall furnish and install the meter vault assembly. The Authority will
install the meter.
e) The Authority will install all sewer laterals.
10. Any water service line must have a backflow prevention assembly (double
check valve or RPZ, as required). The assembly must meet ASSE standard
No. 1015 or 1013.
11. All fire lines shall have backflow prevention assembly (detector double
check valve of RPZ, as required). The assembly shall meet ASSE standard
No. 1048 or 1047. Any exterior, privately owned fire line shall also have a
fire service meter. This assembly shall be installed immediately before the
backflow prevention unit. Radio read remotes are required.
12. FCSA Engineer shall review the mechanical drawings containing the
domestic and fire service meters and backflow prevention devices, and
approve the designs and materials.
53"
4 BAFFLE WALL
8"
8"x24" FLOW PORT
-7
750 GALLON PRECAST
CONCRETE CHAMBER
BY WINCHESTER BUILDING T
SUPPLY OR EQUAL 18" 24rr 18"
. ....... ......... . 6" CRUSHED STONE
-0 COMPACTED SUBGRADE
SECTION VIEW
GREASE TRAP DETAIL
\ �1 r- spigot by gasketed bell 45" bend
0
'ERTIGHT NEOPRENE
(OR EQUAL) (TYP)
PROVIDE 24"0 ACCESS VIA
GREEN, PLASTIC RISER
BACKFILL TO LID
Valvco, Inc valve box assembly:
lid: Figure No. 7 marked'SEWER'
top section: Figure No. 7S26T0
bottom section: Figure No. IB0824 concrete skid pad
finished 18" dia. x 6" deep
grade
r
8" x 4" gasketed bell wye
4"1 SCH 40 TO
>A ITARY SEWER
52" 70"
2'
3' minimum -
pipe and fittings
SDR 35 solve
weld cap
property
line
treated 2"x 4" with.
\_ top 6" painted green
4" pipe at 2.00%
minimum grade
All pipe and flttings shall be SDR 26 heavy wall sewer.
SEWER LATERAL
.......................................
FOR MAIN WITH COVER 15 FT OR LESS
-17- MAY 06
30F3
concrete pad 18" 4ia. x 6"
4" stone -
screw type
adjustable
6"dia. schedule 40 steel
pipe filled with concrete 3'
and painted yellow
finished %1
7
grade %% 2'
18" dia.i
concrete
'r�'j{:•• �3
encasement
BOLLARD DETAIL
NOTE:
Weep holes shall not be subject to being submerged. If
installation is in an area having a high groundwater table, the
Authority's engineer shall be contacted for hydrant relocation.
as required
finished
grade
vl/ \V/ 2" min. - 6" max.
stone to be
minimum of 6"
above top of base
stone
joint I
pad V-6" die. x 6" deep
V' 4" stone
screw type
adjustable
valve box z-- locator marker
- finished grade
48" min.
cation marker valve box
joint valve restrained
stone >: restraints to main
........... -
.._ 0000 ...
i
.�
18" to 24 8"x 8"x 16" solid block
for 12" valve
6" thru 12"
GATE VALVE
-9- MAR 06
mechanical joint
swivel tee with
6" branch
WATER UNE PROFILE
yr.�
a) in non -traffic area - model no. S1 R3030
SCALES:
10"
. (H) 1"
4" stone
6 stone beddin 9
under custom setter
12 gauge solid insulated
Panella Model P44SV-CSK (4') cast iron
copper wire for line tracing,
PJ X FIP coupling
taped at 10 foot intervals
cleanout cap with standard gasket and brass
750
plug having a coiuntersunk square head
v 7
;'•
LdZ
PL -PLC
50
750
to one foot beyond sidewalk.
heavy wan
ORADE
8„
PROPOSED GRADE
brick base
sanitary
sewer main
Wye
U
745
from corp. stop to into the meter box [ wrap wire around
o
46° bend
45'
corp. stop; wire to be taped to top of PET at 10 foot
04
i
stone
AN pipe and
flttinga shalt be SDR 26 heavy wall sewer.
angle ball valve; terminate with 12" tail piece].
SEWER CLEA%9U
4. Meter interface unit requires 1 3/4" diameter hole.
THIS WATER SERVICE CONFORMS TO THE UNIFORM STATEWIDE BUILDING CODE
r
8" x 4" gasketed bell wye
4"1 SCH 40 TO
>A ITARY SEWER
52" 70"
2'
3' minimum -
pipe and fittings
SDR 35 solve
weld cap
property
line
treated 2"x 4" with.
\_ top 6" painted green
4" pipe at 2.00%
minimum grade
All pipe and flttings shall be SDR 26 heavy wall sewer.
SEWER LATERAL
.......................................
FOR MAIN WITH COVER 15 FT OR LESS
-17- MAY 06
30F3
concrete pad 18" 4ia. x 6"
4" stone -
screw type
adjustable
6"dia. schedule 40 steel
pipe filled with concrete 3'
and painted yellow
finished %1
7
grade %% 2'
18" dia.i
concrete
'r�'j{:•• �3
encasement
BOLLARD DETAIL
NOTE:
Weep holes shall not be subject to being submerged. If
installation is in an area having a high groundwater table, the
Authority's engineer shall be contacted for hydrant relocation.
as required
finished
grade
vl/ \V/ 2" min. - 6" max.
stone to be
minimum of 6"
above top of base
stone
joint I
pad V-6" die. x 6" deep
V' 4" stone
screw type
adjustable
valve box z-- locator marker
- finished grade
48" min.
cation marker valve box
joint valve restrained
stone >: restraints to main
........... -
.._ 0000 ...
i
.�
18" to 24 8"x 8"x 16" solid block
for 12" valve
6" thru 12"
GATE VALVE
-9- MAR 06
mechanical joint
swivel tee with
6" branch
48" min.
cast in place access 2" custom setter
door, centered in (meter by FCSA)
top (see note 1) meter interface
unit (see note 4)
varies
at property line 2' max. standard flat top
(see note 2) for 4' diameter
manhole
concrete pad 18"
dia. x 6" deep/ -finished
grade
4" stone ..... ffT roadway box3' riser section for 4'
2" CTS polyethylene 27" - 29" diameter manhole
tubing (PET) 200 psi with cutouts
w/ SS inserts at all ;d
connections
3' min. -"I
%--saddle with
corporation stop
-A_water main
ball valve curb stop with PJ
WATER UNE PROFILE
yr.�
a) in non -traffic area - model no. S1 R3030
SCALES:
(H) IN -60.0'
. (H) 1"
0'
6 stone beddin 9
under custom setter
12 gauge solid insulated
1�
copper wire for line tracing,
PJ X FIP coupling
taped at 10 foot intervals
MIP plastic plug
750
750
run from one foot beyond sidewalk, across street,
;'•
LdZ
PL -PLC
50
750
to one foot beyond sidewalk.
/-PROPOSED
ORADE
8„
PROPOSED GRADE
3. Install 12 gauge solid insulated copper wire (for line tracing)
04
LU
U
745
from corp. stop to into the meter box [ wrap wire around
o
EXI
EXISTING GRADE
corp. stop; wire to be taped to top of PET at 10 foot
04
0
intervals; come up into meter box; wrap around bottom of
745
U
angle ball valve; terminate with 12" tail piece].
(typical)
4. Meter interface unit requires 1 3/4" diameter hole.
THIS WATER SERVICE CONFORMS TO THE UNIFORM STATEWIDE BUILDING CODE
v o
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cast in place access 2" custom setter
door, centered in (meter by FCSA)
top (see note 1) meter interface
unit (see note 4)
varies
at property line 2' max. standard flat top
(see note 2) for 4' diameter
manhole
concrete pad 18"
dia. x 6" deep/ -finished
grade
4" stone ..... ffT roadway box3' riser section for 4'
2" CTS polyethylene 27" - 29" diameter manhole
tubing (PET) 200 psi with cutouts
w/ SS inserts at all ;d
connections
3' min. -"I
%--saddle with
corporation stop
-A_water main
ball valve curb stop with PJ
(CTS) both ends with 2" NOTES:
gate valve operating nut 1. Access door shall be by Halliday Products
2" min.
yr.�
a) in non -traffic area - model no. S1 R3030
SCALES:
(H) IN -60.0'
2
"
solid support blocks
6 stone beddin 9
under custom setter
12 gauge solid insulated
1�
copper wire for line tracing,
PJ X FIP coupling
taped at 10 foot intervals
MIP plastic plug
(CTS) both ends with 2" NOTES:
gate valve operating nut 1. Access door shall be by Halliday Products
SANITARY LATERAL PROFILE
or our approved equal:
yr.�
a) in non -traffic area - model no. S1 R3030
SCALES:
(H) IN -60.0'
b) in traffic area - model no. H1 R2424
m
2. Water service crossing street shall be encased in
1�
I
M1s - 5.0'
SCH 40 PVC or SDR 21 pipe. The piping shall
J
750
w
run from one foot beyond sidewalk, across street,
;'•
LdZ
PL -PLC
50
745
to one foot beyond sidewalk.
/-PROPOSED
ORADE
8„
tln
3. Install 12 gauge solid insulated copper wire (for line tracing)
04
LU
U
745
from corp. stop to into the meter box [ wrap wire around
o
EXI
3TING C
corp. stop; wire to be taped to top of PET at 10 foot
04
0
intervals; come up into meter box; wrap around bottom of
MINIMUMN
U
angle ball valve; terminate with 12" tail piece].
(typical)
4. Meter interface unit requires 1 3/4" diameter hole.
THIS WATER SERVICE CONFORMS TO THE UNIFORM STATEWIDE BUILDING CODE
v o
1 1/2" and 2" METER INSTALLATION
Q
-$- JUN 06
SANITARY LATERAL PROFILE
yr.�
V
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(H) IN -60.0'
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DATE:
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5/17/07
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5/17/07
SHEET:
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20 0 20 60
Scale 1 " — 20 ft
EROSION & SEDIMENT CONTROL KEY
3.02 TEMPORARY STONE
CONSTRUCTION
ENTRANCE
- -
i
3.05 SILT FENCE
_
3.07 INLET PROTECTION
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3.09 DIVERSION DIKE
- .� -_ .♦_- ___ ,,__- __ �_____
3.13 SEDIMENT TRAP
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3.18 OUTLET PROTECTION
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3.32 PERMANENT SEEDING
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Scale 1 " — 20 ft
EROSION & SEDIMENT CONTROL KEY
3.02 TEMPORARY STONE
CONSTRUCTION
ENTRANCE
- -
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3.05 SILT FENCE
_
3.07 INLET PROTECTION
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3.09 DIVERSION DIKE
- .� -_ .♦_- ___ ,,__- __ �_____
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3.18 OUTLET PROTECTION
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I'T H
J N C. LEWIS a
r -� = Lic. No. 021621
W w---�— w W—TX. 3 0 WATERwMAIN w w w w w O ti
oil— ��SSIONALG
SURVEY:
PL—PLC 2'
II /I DRAWN BY: JOB NO.:
\ I r I PL—PLC 0610022
\ I SCALE: DATE:
\
1"=20.0' 5/17/07
SHEET:
- -
6/15
-F-- --_
EXTRA STRENGTH FILTER FABRIC
NEEDED WITH WIRE SUPPORT
STEEL OR
WOOD POST 'M A
IFLOV
FLOV
/ r�
10 FT MAX. SPACING WITH
WIRE SUPPORT FENCE
PONDING HT. PONDING HT.
STEEL OR WIRE & FILTER FABRIC
WOAD POST ATTACH SECURELY
36' HIGH MAX TO UPSTREAM
SIDE OF POST.
RUNOFF RIFF
9" MAX.
(RECOMMENDED)
STORAGE HT.
12" MIN. 12" MIN.
4"x6" TRENCH
WITH COMPACTED GRAVEL
LA BACKFILL
STANDARD DETAIL ALTERNATE DETAIL
TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL
NOTE: 4. SET POSTS AND EXCAVATE A 4"x4"
1. INSPECT AND REPAIR FENCE AFTER EACH TRENCH UPSLOPE ANLONG THE LINE
STORM EVENT AND REMOVE SEDIMENT WHEN OF POSTS.
NECESSARY. 5. STAPLE WIRE FENCING TO THE POSTS.
2. REMOVED SEDIMENT SHALL BE DEPOSITED 6. ATTACH WIRE FILTER FABRIC TO THE WIRE
TO AN AREA THAT WILL NOT CONTRIBUTE FENCING AND EXTEND IT INTO THE TRENCH.
SEDIMENT OFF-SITE AND CAN BE PERMANENTLY
STABILIZED. 7. BACKFILL AND COMPACT THE EXCAVATED
3. SILT FENCE SHALL BE PLACED ON SLOPE SOIL.
CONTOURS TO MAXIMIZE PONDING EFFICIENCY.
SILT FENCE DETAIL WITH WIRE SUPPORT
NOT TO SCALE ADDAPTED FROM: 1992 VA E&S CONTROL HANDBOOK 3.05
DIVERSION RIDGE REQUIRED
WHERE GRADE EXCEEDS 2% 2 % OR GRATER
EXISTING PAVED
ROADWAY j
SUPPLY
WATER TO WASH
WHEELS IF NECESSARY. SECTION A A
FILTER FABRIC
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1'at!�R,�,•'�ti�c
w A 1 A 2"-3" CO,
URSE° K
AGGREGATE ! 12' MIN.
of
O I MIN. 6" THICK '
?� 5' `$arYJ,t�P•.� p'`''`^.,'Ps c`I�^, `�' �.�'ir . '+boy � ° >�`y1p`'i y�'^y
Of
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0
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PLAN
NOTES:
1. THE ENTRANCE SHALL BE MAINTAINED IN A
CONDITION THAT WILL PREVENT TRACKING OR
FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-
OF-WAY. THIS MAY REQUIRE TOP DRESSING,
REPAIR AND/OR CLEANOUT OF ANY MEASURES
USED TO TRAP SEDIMENT.
2. WHEN NECESSARY, WHEELS SHALL BE CLEANED TEMK)P.MY
PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. GRAVEL
3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE
ON AN AREA STABILIZED WITH CRUSHED STONE CONSTRUCTION
THAT DRAINS INTO AN APPROVED SEDIMENT TRAP
4. OR SEDIMENT
INSTALL CATBTLLEIN. GUARDS AS CALLED FOR ON THE PLANS. ENTRANCE/EXIT
Z_
DO COMPACTED SOIL
FLOW
-�rF�11
,II_,�,III,„II
4.5' MIN.
TEMPORARY DIVERSION DIKE
12"
GRAVEL FILTER* WIRE MESH
RUNOFF WAFER FILTERED WATER
7`
;
SEDIMENT
CONCRETE GUTTER ..
12"
SPECIFIC APPLICATION CURB INLET
THIS MEATHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE
PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE
INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED
AREAS.
* GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE.
GRAVEL CURB INLET SEDIMENT FILTER
NOT TO SCALE VA EROSION AND SEDIMENT CONTROL HANDBOOK 1992 3.07
1992 3.07
ISILT FENCE DROP INLET
PROTECTION
1s' MAX
Il II
II II
U V
PERSPECTIVE VIEWS
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roma
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IIIA
---• fir, __
ELEVATION OF STAKE AND
FABRIC ORIENTATION DETAIL A
SPECIFIC APPLICATION
TM METHOD OF nlit" PROTmCnioN IS APKJCALILE VHERE THE
INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER
THAN 5%) WHERE THE INLXT SHEET OR OVISRIAND FLOWS (NOT
IJXMING I C.F.S.) ARE TYPICAL THE METHOD SHALL NOT
APPLY TO INLETS RWETVING CONCENTRATED FLOV3, SUCH AS
IN STREET OR HIGHWAY MEMANS.
satroe: N.0
19"
III - 35
Plate 3.07-1
W
.le
1 - ENDWALL, FIELD MITRE, OR END SECTION
FLOW
SLOPE=0.00 p
-I I I=1 I I::
STONE
OUTLET ID
L
W
D
STONE d50 MSD TONS REQ'D
5
15'
15'
24'
1.1 25
WIDTH
0610022
DRAINAGE
AREA
STORAGE
VOLUME
STORA E DEPTH
�D1)
STORAGE AREA
STORAGE VOLUME
STORA E DEPTH
(D2)
STORAGE AREA
STORAGE VOLUME
OUTLET PROTECTION TABLE
NOT TO SCALE
TEMPORARY SEDIMENT TRAP
1' VARIABLE
I I I*
ORIGINAL VARIABLE
GROUND
ELEV.
67 CU. YD./ACRE
VARIABLE *
L(EXCAVATED)
D./ACRE 4' FILIf N
TER ORIGINAL
MAX. CLOTH GROUND
ELEV.
COARSE AGGREGATE** CLASS I RIPRAP
* SEE PLATE 3.13-1
CROSS SECTION OF OUTLET
, .-.,,,r, , --,
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SFTIIMFNT TRAP CAI rill ATinKiq
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The property owner will be responsible for the maintenance and upkeep of all onsite storm
structures which are designed to capture the sediment from the site. Each storm structure
shall be inspected annually for sediment build up. If the sediment depth is greater than 6
inches the sediment shall be removed by using d vacuum, a pump o by removing it
manually.
TRAP ID
TOTAL
TOTAL
WET
WET
WET
DRY
DRY
DRY
TOP OF
WIDTH
0610022
DRAINAGE
AREA
STORAGE
VOLUME
STORA E DEPTH
�D1)
STORAGE AREA
STORAGE VOLUME
STORA E DEPTH
(D2)
STORAGE AREA
STORAGE VOLUME
EMBANKME
T OF
REQ'D.
(Al)
(V1)
(A2)
(V2)
WIDTH
OUTLET
TRAP #1
2.2 acres
(� 960 c.yf)
3'
1,815 s.f.
3980 c.f.
2'
2,561 s.f.
3980 c.f.
5'
15'
GENERAL NOTES:
1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE COUNTY OF
FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANSPORTATION, AND THE REGULATIONS OF
THE AMERICANS WITH DISABILITIES ACT, WHERE APPLICABLE.
2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS
OF THE COMMONWEALTH OF VIRGINIA AND THE COUNTY OF FREDERICK, VIRGINIA, WHERE
APPLICABLE.
3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS UTILITY" AT
1-800-257-7777 AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN (10) DAYS,
PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY.
PAVING AND CONCRETE:
1. THE PROPOSED ENTRANCES, MAIN DRIVE AISLES, AND AND LOADING AREAS SHALL RECEIVE THE
HEAVY PAVEMENT SECTION, AS DETAILED ON THE PLANS. PROPOSED PARKING STALL AREAS SHALL
RECEIVE THE LIGHT PAVEMENT SECTION, AS DETAILED ON THE PLANS. ALL POINTS OF CONNECTION
WITH THE EXISTING PAVEMENT SECTIONS SHALL BE SAW -CUT TO PROVIDE A SMOOTH TRANSITION
BETWEEN PAVEMENT SECTIONS.
2. ALL CONCRETE SHALL BE VDOT CLASSIFICATION A-3 CONCRETE. THE CONCRETE ENTRANCE AND
ON-SITE CURB AND GUTTER SHALL CONFORM TO VDOT STANDARD CG -6, CG -6R, AND CG -2. ALL
WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF VDOT.
4. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE INFORMATION.
HOWEVER, THERE MAY BE EXISTING UTILITIES WHICH ARE NOT SHOWN AND SHOULD BE LOCATED.
THEREFORE, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF
ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND
THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER, THE OWNER,
AND THE APPROPRIATE UTILITY COMPANY.
5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL PERMITS NECESSARY
FOR CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. AN APPROVED SET OF CONSTRUCTION
DOCUMENTS SHALL BE PRESENT ON THE SITE AT ALL TIMES.
7. TOPOGRAPHIC INFORMATION WAS DERIVED FROM A FIELD SURVEY PERFORMED BY
PAINTER-LEWIS, P.L.C. (540) 662-5792. A CONTOUR INTERVAL OF TWO (2') FEET HAS BEEN
ESTABLISHED FOR THIS PROJECT.
8. NO SOILS REPORT WAS PREPARED FOR THIS PROJECT.
9. ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF STONE
PAVEMENT, WHERE APPLICABLE.
10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION TO EXISTING
UTILITIES WITH THE APPROPRIATE UTILITY COMPANY, WHERE APPLICABLE.
CONSTRUCTION NOTES:
EROSION AND SEDIMENT CONTROL:
1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND
DISTURBING ACTIVITIES. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION
OF THE COMMONWEALTH OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK.
2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR THIS
PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS SHOWN ON THE GRADING PLAN.
3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE
CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE END OF
CONSTRUCTION.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL
EROSION ANDS SEDIMENT MENT CON
TROL MEASURES. ALL MEASURES SHALL BE INSPECTED DAILY AND
AFTER EACH SIGNIFICANT RAINFALL BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY
DAMAGED STRUCTURES SHALL BE REPAIRED OR REPLACED BY THE END OF WORK THAT DAY.
5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT CONTROL
MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY EROSION CONTROL
DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL INSPECTION AUTHORITY. ALL
VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE REPAIRED,
FERTILIZED, REPLANTED, AND MULCHED, AS NEEDED.
6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND OTHER
CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE PUBLIC R -O -W. A TRASH RACK SHALL BE
USED AS PART OF THE CONSTRUCTION ENTRANCE TO HELP IN THE CONTROL OF POTENTIAL MUD
GENERATED AS PART OF THE DEVELOPMENT OF THIS SITE. IF IT IS DETERMINED THAT THIS IS NOT
SUFFICIENT, THEN A WASH RACK SHALL BE INSTALLED, AS NEEDED. IT IS THE RESPONSIBILITY OF
THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND TO ALLAY DUST AT ALL TIMES.
EXCAVATION AND GRADING:
1. TEST PITS SHALL BE EXCAVATED TO DETERMINE THE DEPTHS AND LOCATIONS OF ALL OF THE
EXISTING UTILITIES. IF CONFLICTS EXIST, THEN THE EXISTING UTILITIES SHALL BE LOWERED OR
MOVED TO PROMOTE THE CONSTRUCTION OF THE PROPOSED DEVELOPMENT.
2. ALL DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND CLEARED AND GRUBBED MATERIALS
SHALL BE REMOVED AND PROPERLY DISPOSED OF OFF-SITE.
3. ALL TOPSOIL OR VEGETATIVE COVER SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED
ON-SITE, IF APPLICABLE, IN THE AREA AS DIRECTED BY THE OWNER'S REPRESENTATIVE FOR
FUTURE FINISH GRADING.
4. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE CONTRACTOR AND
APPROVED BY A CERTIFIED GEO-TECHNICAL ENGINEER. ALL FILL MATERIAL SHALL BE PLACED IN
LIFTS OF 8" OR LESS AND SHALL BE COMPACTED TO 95% OF ASTM D-698 MAXIMUM DRY
DENSITY, OR AS DIRECTED BY THE GEO-TECHNICAL ENGINEER.
5. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES
WITHOUT PERMISSION OF THE OWNER.
6. ALL LANDSCAPED ISLANDS, SLOPES, AND LAWN AREAS SHALL RECEIVE A MINIMUM OF 6"
TOPSOIL OBTAINED OFF-SITE OR FROM THE TOPSOIL STOCKPILE ON SITE. THE TOPSOIL SHALL BE
GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATIVE COVER.
7. ALL DISTURBED LAWN AREAS SHALL BE RESEEDED, FERTILIZED AND MULCHED AS NEEDED.
8. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING
STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA:
a. NO MORE THAN 500 LINEAR FEET OF TRENCH SHALL BE OPENED AT ONE TIME.
b. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES.
c. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH
AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A
MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF-SITE
PROPERTY.
d. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN
ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION.
e. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS.
f. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED, WITH.
8. MAINTENANCE:
The contractor shall be responsible for the installation and maintenance of all erosion and
sediment control measures. All measures shall be inspected daily and after each significant
rainfall by the site superintendent or his representative. Any damaged structures shall be
repaired or replaced by the end of work that day.
a. The construction entrance shall be maintained so as to control the amount of soil materials
that may get caught on the existing pavement. If the pavement becomes too soiled with soil
and mud that it will not prevent tracking onto the Prosperity Drive roadway, then it shall be
cleaned and/ or washed, as may be deemed necessary. A trash rack shall be installed as part
of the construction entrance construction. If this measure fails to properly clean the
construction vehicles, then a wash rack must be installed as directed by the local program
administrator.
b. The inlet and outlet protection devices, and the silt fencing shall be checked regularly for
deposited sediment. If sediment is trapped, it shall be cleaned carefully so as not to release
the trapped sediment downstream or on adjacent properties.
c. All seeded and sodded areas shall be checked regularly to ensure that a good stand of
grass is maintained. Areas shall be repaired, fertilized, and reseeded or resodded, as required.
MISCELLANEOUS:
1. FIRE LANES SHALL BE DELINEATED, AS DIRECTED BY THE COUNTY OF FREDERICK, VIRGINIA
FIRE MARSHAL.
2. ALL BUILDINGS AND ADDITIONS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE
BUILDING CODE (V.U.S.B.C.) AND SECTION 304, USE GROUP (B) BUSINESS OF THE B.O.C.A
NATIONAL BUILDING CODE, 1996 EDITION (NOTE: IBC 2000 CAN BE UTILIZED THROUGH
MODIFICATION).
3. THE MAXIMUM SLOPE ACROSS THE HANDICAPPED PARKING AREAS SHALL NOT EXCEED A 2%
GRADE. ALL REQUIRED EGRESS FROM THE BUILDINGS SHALL COMPLY WITH C.A.B.O. A117.1-92.
4. THIS SITE AND BUILDINGS RELATED THERETO SHALL BE SUBJECT TO ALL FIRE -RATINGS AND
FIRE SEPARATIONS IN ACCORDANCE WITH SECTION 707 OF THE B.O.C.A. NATIONAL BUILDING
CODE.
5. CHAPTER 17 OF THE B.O.C.A NATIONAL BUILDING CODE, 1996 EDITION REQUIRES THAT THE
STRUCTURAL PLANS AND ANY SPECIAL INSPECTIONS (SOIL TESTING, CONCRETE, STEEL, ETC.)
SHALL BE PERFORMED AND PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE
COMMONWEALTH OF VIRGINIA. ALL RELATED DOCUMENTATION SHALL BE SUBMITTED TO THE
BUILDING DEPARTMENT FOR PERMIT AND APPROVAL.
PROJECT DESCRIPTION
suRVEY:
c.I.:
PL -PLC
NA
LL
Preparation for the construction of the proposed project will include the rough
PL -PLC
0610022
SCALE:
DATE:
grading of approximately 2.3 acres of land on-site and approximately 0.21 with
5/17/07
SHEET:
7/15
in the VDOT right-of-way. Grading operations will generate fill and cut material
which will be utilized on-site.
v
V
Existing Site Conditions
LL
The site is approximately 2.3 acres of an open field area. The site slopes
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toward the route 11 right-of-way (eastern boundary) to an existing storm
C
sewer system.
Soils
The soils on the site are in the Oaklet-Carbo-Chilhowie association. The USGS
Soils map shows the predominant soil type on the site is Chilhowie silty clay
Z
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loam (8B, 8C). The soil is strong to gently sloping, well drained, and moderately
deep. (see soils map -this sheet)
Adjacent Areas
CL
The site is bordered to the south by Route 1129, Prosperity Drive. To the north
j
is vacant land, currently zoned 82. The eastern property line is the Route 11,
Valley Pike right-of-way. The western property line is adjacent to an existing
commercial use.
n
Critical Areas
There are no critical areas on this site.
Off-site Areas
During clearing and grubbing, the site contractor may transport any residue
off-site as required. During earthwork operations, the contractor may import
materials as required to achieve final grades and specifications.
Maintenance
All Erosion and Sediment control devices shall be inspected at least once every
2 weeks and immediately following every precipitation even of 1 inch or greater.
Any damages are required to be repaired immediately.
Erosion and Sediment Control Measures
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3.02 Initially, a 12'w by 70'1 temporary stone construction entrance will be
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constructed at the location of the proposed site entrance. The entrance shall be
J
maintained in a condition which will prevent tracking or flow of mud onto the
Q Q
public rights-of-way. This may require periodic top dressing with additional
UJ
stone or the washing and reworking of existing stone as conditions demand and
tj
repair and/or clean out of any structures used to trap sediment. All materials
0
spilled, dropped, washed, or tracked from vehicles onto roadways or into storm
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drains must be removed immediately. The use of water trucks to remove
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materials dropped, washed, or tracked onto roadways will not be permitted under
any circumstances.
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3.05 Silt fence will be installed downstream from the construction area and
Z
maintained until permanent seeding has been established. Use only wire
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reinforced silt fence, that is, "super silt fence". Silt fences shall be inspected
Q
after each rainfall and at least daily during prolonged rainfall. Any required
V V
repairs shall be made immediately. Damaged, decomposed or otherwise
0
ineffective silt fence shall be replaced. Sediment deposits should be removed
IxW
after each storm event. They must be removed when deposits reach
approximately one-half the height of the barrier. Any sediment deposits
remaining in place after the silt fence is no longer needed shall be dressed to
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conform with the existing grade and stabilized.
J
3.07 Gravel curb inlet sediment filters will be installed at each curb inlet
immediately after installation. The filters shall be inspected ected after each rain and
repairs made as needed. Sediment shall be removed from around the filters
when the sediment has accumulated to a depth of 5 inches. Removed sediment
shall be deposited in a suitable area and in such a manner that it will not
erode. Filters shall be removed and the area stabilized when the remaining
drainage area has been properly stabilized.
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3.13 A temporary sediment trap will be constructed on the site to control sediment
generated from the earthwork operation. The trap berms will be constructed with on-site
0
materials and will be seeded with the temporary seeding mix immediately after
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installation. This facility will be inspected after each rain storm and repairs made as
necessary.
;
3.18 Outlet protection will be
p provided at the outfall of the proposed culvert.
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The stone protection will be installed in accordance with the specifications and
details on the plans.
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3.30 Replacement of topsoil will generally occur throughout the work site where
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vegetation is to be reestablished. Topsoil will be uniformly spread and rolled to
0
a minimum depth of 6" or as called for on the plans. Topsoil shall not be
W (�
placed while in a frozen of wet condition.
a-
3.31 Temporary seeding in accordance with the E & S Std & Spec 3.31 will be
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applied all areas which will not be brought to final grade within 30 days.
Embankment
V
or excavated slopes denuded for a period of greater than 30 days
shall be temporarily seeded and mulched. All dams, dikes, and diversions shall
VW
be stabilized immediately after construction. To coincide with the anticipated
construction dates, the seeding will consist of 50 pounds per acre of German
a
Millet. All temporary seeding areas will be mulched in accordance with the
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schedule included herein.
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1•_
3.32 All disturbed areas will be stabilized by permanent seeding in accordance
with the schedule included herein. The anticipated time for construction is Fall
w
2007 through Spring 2008.
3.35 All seeded areas will be mulched in accordance with the schedule included
on the construction plans.
Permanent Stabilization
The contractor shall stabilize all denuded land within 7 days after the end of
•
construction. Permanent stabilization shall be applied to areas that are to be left
dormant for more than one year. During construction of the project, soil
■
stockpiles shall be stabilized or protected with sediment trapping measures. The
a
contractor is responsible for the temporary protection and permanent stabilization�,
of all soil stockpiles on site as well as soil intentionally transported from the
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project site. The vegetative stabilization shall be uniform and mature enough to
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survive and adequate to inhibit erosion. The contractor shall establish vegetation
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on all areas not otherwise stabilized according the following specification:
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Seedbed Preparation:
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a. Scarify top 1 " to 2" of soil after final grades have been achieved.
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b. Add 3 tons per acre pulverized agricultural limestone(1401b/1000sf).s
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SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%)
> 1-11 `'
Tall fescue 60 Ib.ac 97 85
1 (D v V
Red clover 8 Ib/ac 95 65
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Ladino clover 8 Ib/ac 95 65
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Nurse Grass -(season dependent)
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Sept 1 - Feb 15:
S LL-
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Annual Ryegrass 12 Ib/ac 98 85
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Winter Rye 12 Ib/ac 98 85
May 1 - Aug 31:
German Millet 12 Ib/ac 98 85
or
Feb 16 - Apr 30:
Annual ryegross 12 Ib/ac 98 85
Mulch: 1.5 ton/ac small grain straw
Z V)
Fertilizer: 1000 Ib/ac 10-10-10
_ 0_
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SEQUENCE OF CONSTRUCTION
D Z
1. Establish the construction entrance.
to -
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2. Install silt fence and diversion dike along perimeter of work areas and the
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temporary sediment trap.
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3. Clear and grub the work area.
4. Strip, stockpile and stabilize topsoil.
5. Perform rough grading of the construction area and finish grade all outslopes
where interference with unfinished construction is not anticipated. Establish
TH
vegetation on outslopes which have 3:1 slopes (or steeper) using jute mesh.
6. Install
k01
utilities including storm sewer and inlet/outlet protection.
o{�
7. Perform final grading of site. Apply remaining jute mesh on outslopes and
1-�
seeding and mulch.
8. Clean or remove any sediment on public or private roadways.U
N C. LEWIS �
9. Remove temporary controls after work areas have been stabilized. Controls
•
jC. N0. 021621
must be removed within 30 days once no longer needed.
014
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0610022
SCALE:
DATE:
NA
5/17/07
SHEET:
7/15
0
LANDSCAPE INSTALLATION: I _ �• _ --- r n
1. Confirm the locations of any utilities above or below ground prior to commencing work. Contact the Landscape Architect in the event that utilities or any other structure conflicts`
with the layout shown on the plan.
2. Verify the quantities shown on the plant list with totals indicated on the plan. Contact the Landscape Architect in the event that discrepancies exist. Supply unit prices to the
Owner at time of bidding.
3. All materials are subject to approval by the Owner or Owners representative. Provide the Owner with a tag from each plant species and a list of the plant suppliers. Where any
requirements are omitted from the Plant List, use plants which meet the normal requirements for the variety according to the American Association of Nurserymen.
4. Plants shall be sound, healthy, vigorous, well branched, free of disease, insect eggs and larvae, and shall have adequate root systems. \— I
+ -
5. Sizes specified in the Plant List are minimum sizes against which the plants will be judged. Failure to meet minimum size on any plant will result in rejection of that plant. -
6. Groups of shrubs shall be placed in a continuous mulched bed with smooth, continuous edges as shown on the plan. All mulched beds shall be curvilinear in shape following the 754
contour of the plant mass. Apply a minimum of 4 inches of mulch uniformly over beds. Trees located within four feet of any shrub bed shall share the same bed. Grade finished i 752
planting beds so as not to impede surface drainage. �j --
7. Locate trees a minimum of 3 feet from walls or walks, if possible.748 —
746
8. Stake and guy all trees according with standard practice and/or the suppliers recommendations. At a minimum, all deciduous trees shall be double -guyed with 72" hardwood
stakes driven firmly into the ground. Secure tree to stakes with #9 galvanized wire guys with rubber hose connections. Stakes shall be 2" x 2" x 72 f I \ 744
9. Use shredded hardwood bark mulch in all planting beds.
-
10. Remove all tags, twine and containers from installed plants. Roll back burlap one third on all B&B plants.
I
11. Plant substitutions are permitted with consent from the Landscape Architect and written approval from the Frederick County Planning Department. All plantings must conform with 3 - ,FUTURE —
165-36B of the Frederick County Zoning Ordinance. ' (1)PY �fT_ —
12. Prepare the soil in all bedding areas by mixing into the top six inches of soil one cubic yard of manure, peat and 10-6-4 granular fertilizer per 100 square feet of area.
Remove any turf, weeds or other vegetation completely prior to installation. 'I I
1 5. Plant all materials in their appropriate season. The Contractor shall guarantee all plant materials and workmanship for a period of one year from time of installation.
1,-. All existing plant materials shall remain unless otherwise noted on the Site Plan. -PR. W 42 �■ '
PR. "AS LINE W I
L �NDSCAPE REQUIREMENTS: � �l
F irking Lot Landscaping: WSW
Perimeter Areas: (1) Tree per 2,000 sq. ft. of Impervious Area
Required Trees: 69,605 sq. ft./2,000= 34.8=> 35 trees _
Provided Trees: 35 trees
Required Headlight Screening: 3' high screen along Rights- P
of -ways and adjacent properties. ' (1)PY
Provided Headlight Screening �- —
Interior Areas: 5% Interior Greenspace
Greenspace Required: 69,605 sq. ft. x .05= 3,480 sq. ft. % I (1)QP (1)ZS
Greenspace Provided: 5.07% => 3.529 sq. ft. 5)TC ° (1)QP
(1) Tree Per 10 Parking Spaces �j + C3 -
Trees Required: 109 spaces/10= 10.9=> 11 trees I ( )ZS (31)VR
Trees Provided: 11 trees
(1)PY
Zoning District Buffers/Screening: None Required. (ATI adjacent properties are zoned B2) 6)TC I
PI ANT I IST (1)CK
KEY
QTY.
BOTANICAL NAME
COMMON NAME
SIZE
SPACING
CK
9
Cornus kousa
Kousa Dogwood
2" Cal.
20' a. c.
EA
42
Euonymus alatus 'compactus'
Dwarf Winged Euonymus
36" height
3' a. c.
PL
30
Prunus lourocerasus 'Otto Luyken'
Otto Luyken Cherrylaurel
36" height
3' o. c.
Py
1 10
Prunus yeadoensis
Yoshino Cherry
2" Cal.
20' a. c.
QP
8
Quercus palustris
Pin Oak
2" Cal.
See Plans
TC
43
Taxus cuspidata 'Densa'
Cushion Japanese Yew
36" height
3' o. c.
VR
31
Viburnum rhytidopyllum
Leatherleof Viburnum
36" height
5' a. c.
IiL_19
"
Zelkova serrata
Japanese Zelkova
2" Cal.
20'o.c.
ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING
NOTE:
PLANT SPACING VARIES -
PRUNE ALL BROKEN, DIE
WEAK BRANCHES.
ALL SHRUB BEDS TO BE
EXCAVATED OF ALL EXIS'
TO REQUIRED DEPTH AN
W/ REQUIRED SOIL MIX.
MULCH TO BE 3" DEPTH
COMPLETELY REMOVE AL'
STRINGS, RIBBONS, AND
TAGS FROM PLANT.
REMOVE TOP 1/3 OF AL
BURLAP FABRIC AROUND
ROOT BALL.
ZCARIFY ROOTS ON POT
BOUND PLANTS.
COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT
SHRUB PLANTING BED
NOTE:
CONTRAC
HYDROSE
AREAS D
OF THEIF
(2) UPR
TREES U
TO BE G
TREE WF
RUBBER
2"x2" HA
2 PER T
12 GAUG
WIRE -DO
4" MULC
3" SAUCI
EXISTING
SOIL MIN
COMPACT
TREE FR
UPRIGHT
FIRM BE
REMOVE i yr 1 / � W1 _,� -
ROPE FROM ROOT BALL.
TREE PLANTING
(6)EA -PR* REST
A
8
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080 SF
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0610022
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SHEET:
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gITF I I(;HTINr, FIXTURE SCHEDULE
MARK
QTY
MANUFACTURER MODEL
LAMP
LUMENS
WATTS
VOLTS
MOUNT
NOTES
PD
2
AQUITY/LITHONIA KSF1 250M R4SC
250W METAL HALIDE
20,000
594
208
DOUBLE MOUNT
20' POLE
PS
3
AQUITY/LITHONIA KSF1 250M R4SC
250W METAL HALIDE
20,000
297
208
SINGLE MOUNT
20' POLE
W
2
AQUITY/LITHONIA TWAC 100M
10OW METAL HALIDE
8,700
140
120
ON BUILDING
11' UP WALL
(OR EQUAL PRODUCTS)
STATI STI CS
AVERAGE
IMAX
IMIN
ICHIBAN 1 0.6 fc
19.2 fc
10.0 fc
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A
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ANCHOR BOLTS (Typ.)
THE SIZE, SPACING, AND QUANTITY
SHALL BE AS REQUIRED BY
MANUFACTURER'S SPECIFICATIONS.
ANCHOR BOLTS (Typ.)
THE SIZE, SPACING, AND QUANTITY
SHALL BE AS REQUIRED BY
MANUFACTURER'S SPECIFICATIONS.
2„ I o #3 TIES ® 12"
0
(6) #6 VERT. BARS
0
24"0
A
SECTION A—A
(6) #6 VERT. BARS
#3 TIES ® 12"
I LIGHT BASE DETAIL
L� CONCRETE BASE NOT TO SCALE
(3500 PSI) SEE SITE PLAN FOR LIGHT LOCATION(S)
NOTES:
ALL WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH ALL BOCA NATIONAL BUILDING CODES.
STEEL REINFORCEMENT SHALL BE GRADE 60 STEEL (Fy=60,000 psi).
CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3500 psi.
LATERAL PASSIVE EARTH PRESSURE SHALL BE 500 psf/ft Depth, MIN.
LIGHT POLE DESIGN AND CONNECTION BY OTHERS.
FOUNDATION DESIGN HAS BEEN BASED UPON A THIRTY—FIVE FOOT (35') MAXIMUM LIGHT POLE.
CONFIRM POLE BASE DESIGN WITH ARCHITECT PRIOR TO INSTALLATION.
ALL LIGHTS SHALL BE POSITIONED TO PRECLUDE ILLUMINATION OFF—SITE
SEE SITE PLAN FOR LIGHT LOCATION(S)
"LITHONIA KSF1 250M R4SC 208 SF" OR EQUIVALENT
SINGLE OR DOUBLE STND. AS REQUIRED
;ENT
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SITE LIGHTING PLAN
SCALE: 1 " = 20'
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PL—PLC
NA
DRAWN BY:
JOB NO.:
PL—PLC
0610022
SCALE:
DATE:
AS NOTED
5/17/07
SHEET:
9/15
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a SQ AttcepE' tfte yield sfr
by, 2 inch posts -Cry 1b
PARKING
ON-SITE PAVEMENT PLAN
SCALE: 1 " = 60'
HEAVY LIGHT
—1.5" SM -2A 2" SM-2A—�
—Y BM -2
8 21 -A 8 21 -A—�
—COMPACTED
COMPACTED
II—
III—III=
SUBGRADE SUBGRADE -III-III-
-I I II I II I I= NOTE: 11' II I-
I I
HEAVY PAVEMENT SECTION IS TO BE APPLIED TO
THE PROPOSED ENTRANCES, LOADING AREAS, AND
ACCESS AISLES. LIGHT PAVEMENT SECTION IS TO
BE APPLIED TO THE PROPOSED PARKING STALLS
AND ADJACENT TRAVEL AILSES.
(SEE BELOW)
ON-SITE PAVEMENT DETAILS
NOT TO SCALE
EXISTING OR PROPOSED CURB (TYP)
AS SHOWN ON PLANS
5'
(OR AS SHOWN ON PLANS)
10
EXP. JT. MAT'L —� 4" CRUSHED STONE
(3000 PSI) 4" CONIC
6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR)
TYPICAL SIDEWALK /CURB DETAIL
NOT TO SCALE
EX. LANES
IZZZ
i�
6" 2'-0"
CG -6R
COMBINATION 6" CUIRB & GUTTER REVERSED
NOT TO SCALE
NOT TO SCALE
/—TONBE CMOUNITBED SIGN
O BUILDING
END OF STALL –
STRIPE OR CURBING
WHITE PAVEMENT MARKING,
z 4" WIDTH, LENGTH AS
SHOWN ON PLANS.
CL WHITE SYMBOL PER ADA
w ON SOLID BLUE BACKGROUND
CL WHITE PAVEMENT MARKING,
4" WIDTH, 2' CC; 45- ANGLE
OR 5'
NOTE:
ALL CONSTRUCTION SHALL CONFORM TO ADA
ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES.
PAINT: NO–REFLECTORIZED, ACRYLIC LATEX TYPE 442XX
TRAFFIC MARKING PAINT BY DEVOIE, LOUISVILLE, KY OR EQUAL
SIGNS MAY BE PLACED ON BUILDINGS WITH
CONSENT FROM BUILDING INSPECTOR.
PLEASE REFER TO THE SITE PLAN FOR THE PROPOSED
LAYOUT AND ORIENTATION OF THE ACCESSIBLE PARKING AREA.
PARKING LOT STRIPING DETAIL
NOT TO SCALE
(SEE WP -2 STD. DETAIL FOR TIE IN JOINT)
VARIES' t 16'- 18'
Z
_CROSS SLOPE = 1 14--l' ►,TAI _'
' 13
O
........:... .'.'.'............ ..................... ...
2" SM -12.5 12"
5" BM -25.0
12" 21 -
COMPACTED SUBGRADE
PROSPERITY DRIVE PAVEMENT WIDENING DETAIL
NOTE: NOT TO SCALE
1. AGGREGATE LAYERS TO EXTEND 1' BEYOND EDGE OF PAVEMENT.
2. INSTALL PAVEMENT SECTION AS SHOWN OR MATCH EX. PAVEMENT SECTION WHICH EVER IS GREATER.
3. PROVIDE PAVEMENT STRIPING AS DIRECTED BY VDOT.
z r
0
3
0
(SEE WP -2 STD. DETAIL FOR TIE IN JOINT)
Iw CL
I- EX. LANES VARIES' 2' - 7.5'
2%
;/C
ROSS SLOPE = 1 4":1' MIN.
.................. CG -6
:::-: .:
.......
..........:..... I
PROVIDE STD. UD
2" SM -12.5 UNDERDRAINS 12"
5" BM -25.0
12" 21 -
COMPACTED SUBGRADE
ROUTE 11 PAVEMENT WIDENING DETAIL
NOTE: NOT TO SCALE
1. AGGREGATE LAYERS TO EXTEND 1' BEYOND BACK OF CURB AND GUTTER.
2. INSTALL PAVEMENT SECTION AS SHOWN OR MATCH EX. PAVEMENT SECTION WHICH EVER IS GREATER.
3. PROVIDE PAVEMENT STRIPING AS DIRECTED BY VDOT.
12" x 18" STD.
STD. 2"x2" SQUARE TUBE
14 GAUGE STEEL POST
00
PROP. GRADE
= NO0
PARKING
ME
LANE
"NO PARKING FIRE LANE"
SIGN DETAIL
NOT TO SCALE
THROUGH LANE—USE ARROW
NOT TO SCALE
III
It
ro
z
�0 p 0
0
Ih
30"
NOTE:
COLOR SHALL BE AS FOLLC
WHITE LETTERS AND BORDER
RED B CKGROUND.
5T0 " SIGN DETA
NOT TO SCALE
Section 2B.04 STOP Sign (R1-1)
Standard:
30" x 30" STD.
When a sign is used to indicate that traffic is always required to stop, ra STOP (R1-1)
sign (see Figure
213-1) shall be used. The STOP sign shall be an octagon with a white lingend and
border on a red background. Secondary legends shall not be used on STOP sign
faces. If appropriate, a supplemental plaque (R1-3 or R1.4) shall be used to display a
STD. 2"x2" SQUARE TUBE secondary legend. Such plaques (see Figure 2B-1) shall have a white kegend and
14 GAUGE STEEL POST border on a red background. R the number of approach legs controlled) by STOP
signs at an intersection is three or more, the numeral on the supplemelntal plaque, if
used, shall correspond to the actual number of legs controlled by STOIP signs. At
intersections where all approaches are controlled by STOP signs (see Section 2B.07),
PROP. GRADE a supplemental plaque (R1-3 or R1-4) shall be mounted below each STOP sign.
Option:
The ALL WAY (R1-4) supplemental plaque may be used instead of the 4-W!AY (R1-3)
supplemental plaque.
Support:
The design and application of Stop Beacons are described in Section 4K.05.
Section 2B.06 STOP Sign Placement
Standard:
The STOP sign shall be installed on the right side of the approach to which it applies.
When the STOP
sign is installed at this required location and the sign visibility is restriicted, a Stop
Ahead sign (see Section
2C.29) shall be installed in advance of the STOP sign. The STOP sign shall be located
as close as practical to the intersection it regulates, while optimizing lits visibility to
the road user it is intended to regulate. STOP signs and YIELD signs shall not be
mounted on the some post.
Guidance:
Other than a DO NOT ENTER sign, no sign should be mounted back-to-back with a STOP
sign in a manner that obscures the shape of the STOP sign.
Support:
Section 2A.16 contains additional information about separate and combined mounting of
other signs with STOP signs.
Guidance:
Stop lines, when used to supplement a STOP sign, should be located at the point where the
road user should
stop (see Section 313.16). If only one STOP sign is installed on an approach, the STOP sign
should not be placed on the far side of the intersection. Where two roads intersect at an
acute angle, the STOP sign should be positioned at an angle, or shielded, so that the legend
is out of view of traffic to which it does not apply. Where there is a marked crosswalk at the
intersection, the STOP sign should be installed in advance of the crosswalks line nearest to
8.Of the approaching traffic.
Option:
TURN LANE USE ARROW At wide -throat intersections or where two or more approach lanes of traffic sexist on the
signed approach observance of the stop control may be improved by the installation of an
NOT TO SCALE
additional STOP sign on the left side of the road and/or the use of a stop lime. At
channelized intersections, the additional STOP sign may be effectively placed on a
channelizing island.
Support:
Figure 2A-2 shows examples of some typical placements of STOP signs.
Carbon sflset SteCf1 * See Sheet 12 for additional placement notes.
Mint M-, STEEL -SON -POSTS - wore.edea sted stlai
RESERVED
RESERVED
.5truciufcl ate�1'Itdityf +;onf8rtrlir►g' 3a, the. rst�iltta of At0i1� -
be-.80,f)taD,- st rnlrlfhtan: The. steel Qolye s1d,be 14' giyge foeft 2-
21'1*.M t P00% fMAk.QW-oUth
a SQ AttcepE' tfte yield sfr
by, 2 inch posts -Cry 1b
PARKING
PARKING;
Ah. ft rtlgtmramer>ts
-des •0 at" u>stol)tori an
Ai653coC�oa-
adore � rgAaceatent
of sxpn ix►�t_intb lite anchor s�►stem aftervefail7uiar r►lpeCt. Roats
I Standard. S08dfiWions for. SIMtlrolStWrI& for Hkpwq Signs; L
The Eonfraetar'shglfproyide PFINA's
N
d of Ikwo's
Ed�lud'mg revisiana).
a. copy of acceptence. letter in
tnnq..oi catoi stt6B>ia of.- #*- .l>psts. Rout shaitta+Rlsinch Gt-
VAN
a�O)C rslp>reniAn at the
i rich off
centera"ori �1 fotar sides: beta afiol.be itstblbd in ottocdance h
mad« under Si PoSt ';
malIufacturer s reC6nrriend
ACCESSIBLE
NOTES
Tr iw=s-w
Tr iIA•-I..
To•-Awr mlc
�Aw�r ass
TRASH
SIGN
ACCESSIBLE
SIGN
HANDICAP
SIGN DETAIL
NOT TO SCALE
/—TONBE CMOUNITBED SIGN
O BUILDING
END OF STALL –
STRIPE OR CURBING
WHITE PAVEMENT MARKING,
z 4" WIDTH, LENGTH AS
SHOWN ON PLANS.
CL WHITE SYMBOL PER ADA
w ON SOLID BLUE BACKGROUND
CL WHITE PAVEMENT MARKING,
4" WIDTH, 2' CC; 45- ANGLE
OR 5'
NOTE:
ALL CONSTRUCTION SHALL CONFORM TO ADA
ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES.
PAINT: NO–REFLECTORIZED, ACRYLIC LATEX TYPE 442XX
TRAFFIC MARKING PAINT BY DEVOIE, LOUISVILLE, KY OR EQUAL
SIGNS MAY BE PLACED ON BUILDINGS WITH
CONSENT FROM BUILDING INSPECTOR.
PLEASE REFER TO THE SITE PLAN FOR THE PROPOSED
LAYOUT AND ORIENTATION OF THE ACCESSIBLE PARKING AREA.
PARKING LOT STRIPING DETAIL
NOT TO SCALE
(SEE WP -2 STD. DETAIL FOR TIE IN JOINT)
VARIES' t 16'- 18'
Z
_CROSS SLOPE = 1 14--l' ►,TAI _'
' 13
O
........:... .'.'.'............ ..................... ...
2" SM -12.5 12"
5" BM -25.0
12" 21 -
COMPACTED SUBGRADE
PROSPERITY DRIVE PAVEMENT WIDENING DETAIL
NOTE: NOT TO SCALE
1. AGGREGATE LAYERS TO EXTEND 1' BEYOND EDGE OF PAVEMENT.
2. INSTALL PAVEMENT SECTION AS SHOWN OR MATCH EX. PAVEMENT SECTION WHICH EVER IS GREATER.
3. PROVIDE PAVEMENT STRIPING AS DIRECTED BY VDOT.
z r
0
3
0
(SEE WP -2 STD. DETAIL FOR TIE IN JOINT)
Iw CL
I- EX. LANES VARIES' 2' - 7.5'
2%
;/C
ROSS SLOPE = 1 4":1' MIN.
.................. CG -6
:::-: .:
.......
..........:..... I
PROVIDE STD. UD
2" SM -12.5 UNDERDRAINS 12"
5" BM -25.0
12" 21 -
COMPACTED SUBGRADE
ROUTE 11 PAVEMENT WIDENING DETAIL
NOTE: NOT TO SCALE
1. AGGREGATE LAYERS TO EXTEND 1' BEYOND BACK OF CURB AND GUTTER.
2. INSTALL PAVEMENT SECTION AS SHOWN OR MATCH EX. PAVEMENT SECTION WHICH EVER IS GREATER.
3. PROVIDE PAVEMENT STRIPING AS DIRECTED BY VDOT.
12" x 18" STD.
STD. 2"x2" SQUARE TUBE
14 GAUGE STEEL POST
00
PROP. GRADE
= NO0
PARKING
ME
LANE
"NO PARKING FIRE LANE"
SIGN DETAIL
NOT TO SCALE
THROUGH LANE—USE ARROW
NOT TO SCALE
III
It
ro
z
�0 p 0
0
Ih
30"
NOTE:
COLOR SHALL BE AS FOLLC
WHITE LETTERS AND BORDER
RED B CKGROUND.
5T0 " SIGN DETA
NOT TO SCALE
Section 2B.04 STOP Sign (R1-1)
Standard:
30" x 30" STD.
When a sign is used to indicate that traffic is always required to stop, ra STOP (R1-1)
sign (see Figure
213-1) shall be used. The STOP sign shall be an octagon with a white lingend and
border on a red background. Secondary legends shall not be used on STOP sign
faces. If appropriate, a supplemental plaque (R1-3 or R1.4) shall be used to display a
STD. 2"x2" SQUARE TUBE secondary legend. Such plaques (see Figure 2B-1) shall have a white kegend and
14 GAUGE STEEL POST border on a red background. R the number of approach legs controlled) by STOP
signs at an intersection is three or more, the numeral on the supplemelntal plaque, if
used, shall correspond to the actual number of legs controlled by STOIP signs. At
intersections where all approaches are controlled by STOP signs (see Section 2B.07),
PROP. GRADE a supplemental plaque (R1-3 or R1-4) shall be mounted below each STOP sign.
Option:
The ALL WAY (R1-4) supplemental plaque may be used instead of the 4-W!AY (R1-3)
supplemental plaque.
Support:
The design and application of Stop Beacons are described in Section 4K.05.
Section 2B.06 STOP Sign Placement
Standard:
The STOP sign shall be installed on the right side of the approach to which it applies.
When the STOP
sign is installed at this required location and the sign visibility is restriicted, a Stop
Ahead sign (see Section
2C.29) shall be installed in advance of the STOP sign. The STOP sign shall be located
as close as practical to the intersection it regulates, while optimizing lits visibility to
the road user it is intended to regulate. STOP signs and YIELD signs shall not be
mounted on the some post.
Guidance:
Other than a DO NOT ENTER sign, no sign should be mounted back-to-back with a STOP
sign in a manner that obscures the shape of the STOP sign.
Support:
Section 2A.16 contains additional information about separate and combined mounting of
other signs with STOP signs.
Guidance:
Stop lines, when used to supplement a STOP sign, should be located at the point where the
road user should
stop (see Section 313.16). If only one STOP sign is installed on an approach, the STOP sign
should not be placed on the far side of the intersection. Where two roads intersect at an
acute angle, the STOP sign should be positioned at an angle, or shielded, so that the legend
is out of view of traffic to which it does not apply. Where there is a marked crosswalk at the
intersection, the STOP sign should be installed in advance of the crosswalks line nearest to
8.Of the approaching traffic.
Option:
TURN LANE USE ARROW At wide -throat intersections or where two or more approach lanes of traffic sexist on the
signed approach observance of the stop control may be improved by the installation of an
NOT TO SCALE
additional STOP sign on the left side of the road and/or the use of a stop lime. At
channelized intersections, the additional STOP sign may be effectively placed on a
channelizing island.
Support:
Figure 2A-2 shows examples of some typical placements of STOP signs.
Carbon sflset SteCf1 * See Sheet 12 for additional placement notes.
Mint M-, STEEL -SON -POSTS - wore.edea sted stlai
fbbrkMW from hot•ao1
;our.
.5truciufcl ate�1'Itdityf +;onf8rtrlir►g' 3a, the. rst�iltta of At0i1� -
be-.80,f)taD,- st rnlrlfhtan: The. steel Qolye s1d,be 14' giyge foeft 2-
21'1*.M t P00% fMAk.QW-oUth
a SQ AttcepE' tfte yield sfr
by, 2 inch posts -Cry 1b
th eller forming shall
s for the: inch by
Sh*be galrr�taed it ow== d,
Desi CY 9Q.'Posts. sh�4W artl, if�•WW id oflCltOx a tilat'.�ra
Ah. ft rtlgtmramer>ts
-des •0 at" u>stol)tori an
Ai653coC�oa-
adore � rgAaceatent
of sxpn ix►�t_intb lite anchor s�►stem aftervefail7uiar r►lpeCt. Roats
I Standard. S08dfiWions for. SIMtlrolStWrI& for Hkpwq Signs; L
The Eonfraetar'shglfproyide PFINA's
conform to the' break
tstml Tratfic Swale (
d of Ikwo's
Ed�lud'mg revisiana).
a. copy of acceptence. letter in
tnnq..oi catoi stt6B>ia of.- #*- .l>psts. Rout shaitta+Rlsinch Gt-
rot sortlpience rt�h br
6� .openings or [tngdcau
a�O)C rslp>reniAn at the
i rich off
centera"ori �1 fotar sides: beta afiol.be itstblbd in ottocdance h
mad« under Si PoSt ';
malIufacturer s reC6nrriend
tions. Payritent 1 be
2"X4" TREATED WOOD BLOCKING
BOLTED TO CHANNEL W/ 3/8" 0
CADMIUM PLATED BOLTS AT 1'-0" O.C.
18 GA. STEEL DECK
PAINT DARK BRONZE
0
0 4
� 0
GATE HINGE -
REFER TO GATE HINGE DETAIL
C3 X 4.1 GATE F AME- PROVIDE
TRIANGLE OF 1 /4" C8"X8" WELD
AT CORNERS
5/8" THREADED RCD- WELDED
TO STEEL GUSSET PLATES ------i
TURNBUCKLES
STANLEY #1010 STEEL 18"—J
CANE BOLT -ONE PER GATE
O
CASTER -ONE PER GATE
ELEVATION -TRASH E N C
NOT TO SCALE
'REASE FITTING
NOT TO SCALE
STEEL 'SLEEVE' WITH
WELDED TOP CAP
(PAINT TO MATCH GATES)
6" 0 STEEL PIPE W/
CAP -FILLED WITH
CONCRETE
(PAINTED)
STEEL 'SLEEVE' SLIPPED
OVER 6" 0 STEEL PIPE
FILLED W/ CONCRETE
(PAINTED)
C3 X 4.1 GATE FRAME
ETAI L
4H
6"0 STEEL
PIPE FILLE
CONC. (PP
6'-0" HT.
18" CONIC
2 STEEL CHAN
FRAME GATES -
PROVIDE CANE
BOLTS AND
CASTERS
12'-6"
V)
C)
70
M
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BORE HOLES
IN
a
12'-0"
—
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6" CONC. SLAB
BOLTS FOR BOTH
ci�
CC 6
OPEN AND CLOSED
NOTES
POSITIONS
CONC. SLAB
ASPHALT
TRASH
ENCLOSURE/SCREENING WALL LAYOUT
•. TRK ITEM MAY RF PRECAST OR cAsr IN P -AGE
NOTES
2. CCNL.'HL -= U Y: I:LASS AS F :;ASI IN P -AM
WLLJ
4DUU FSI IF FPL_AS I.
THI[ PrfM MAY 9E MFCAST DR CA=- IV P1AGF
3 CURB HA\•NG A iADU3 Of 300 FEET. OR 'tS5 4AL:.UtN.
2 CO%CPf If TO K CLAt% A3 IF C'AtT *4 "L APF
FACE OF C.,IM WILL BE PND FOR AS RADAL CURD.
Zi
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4000 PSI IF PRECASI
4. THE DEPTH OF C06 VA" BE REDUCED AS M'..CM AS 3••
U
t. CC"APkAt10M CUR■ A GUT -ER HAVIVG A RADIUS
n5" DE'THF Ok F CW_ASL.: AS MUCH AS ?" 421' DEPTH)
F–
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Of 3"l0 r_ET 01; _ESS 4A-om rAE OF CUPD1 SIIALL
Z
M URULM IHAI IK jUI IDM OF CURB WILL COINCIDE
U
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O
W IH iHt I:;P CF A COLRSL O- ME PAviE ENT SLIEST
TL1RE.
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OTHERWISE THE CEPTH IS f0 BE 1e^ AS SHOOW No AD
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IN -ME 11*22 MW .s TO t!E VA- FOR .� DECREASE OF
N
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JOB NO.:
PL–PLC
0610022
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18 GA. STEEL DECK
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0
0 4
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REFER TO GATE HINGE DETAIL
C3 X 4.1 GATE F AME- PROVIDE
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AT CORNERS
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TO STEEL GUSSET PLATES ------i
TURNBUCKLES
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CANE BOLT -ONE PER GATE
O
CASTER -ONE PER GATE
ELEVATION -TRASH E N C
NOT TO SCALE
'REASE FITTING
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WELDED TOP CAP
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(PAINTED)
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NA
DRAWN BY:
JOB NO.:
PL–PLC
0610022
SCALE:
DATE:
NA
5/17/07
SHEET:
10
T -DI -3.4
CURB DROP INLET THROAT SECTION
Ab IC 2
FRMAEtAg ANID COVER
w 4 BARS
LOCATION OF MOLE TO
VARY ACCORDING TU TYPE
OF tWET CONSTRUCTED.-
W-11
ONSTRUCTED.-
W-11
W-20-,
W-20
LOCATION OF HOLE 10
VARY ACCORDING TO TYPE
OF INLET CONSTRUCTED- -
SLICE T 1 Of 2
REV. 3/03
703.05
NEL NeLES
$MEET
51F 2 FOR
f ER"ATE
f AIL .
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2 OF 2
t v(•S r4L I Lr~TC DETAIL-
NOTES -
1, SEE GENRERAL NOTES - PRECAST FOR ADDITIONAL DETAILS.
2 CONCRETE TO 13E 4000 PSI�IIMIAAL111
COMPRESSIVE STRENGTH.
3. REINFORCWj STEEL IN ACCORDANCE WITH ASTM A-615 FOR
REINFORCNG BARS
4 REWFORCNNC IN ACCORDANCE WITH Ae>TU A -?R5 FOR WELDED
WIRE MESI1.
S. DIMENSIONS SHOWN ARE OF MUM. ACTUAL DIMENSIONS MAY
VARY WITH MIANt* A(: I UKP -k•
6- THIS UNIT MAY BE USED WITH ALL STANDARD 01-3 r>, DI -4
CURB #tbP N4LCT�.
7 EACH FACE BLOCK SHALL HAVE 2 OR MORE LOOPS (03
BARS) CAST IN FACE AS SHOWN. THESE LOOPS MAY
BE USED FOR LIFT, AND FOR TIEING, IN TNF POURED
RN PLACE CUTTER SECTION. FACE BLOCKS ARE TO BE
5EAILED WITH GROUT OR POLYSULF01L SEALER,
B. STOCARD S1.1 STEPS NOT REOUWD IN THIS TOP UNIT.
SEE ALTERNATE NOSE DE I M..
FOR INTERLOCK
--•~�� .L.ry-1t
TYPICAL MINIMUM WELDED WIRE REINFORCEMENT
STANDARD PRECAST TOP UNITS
VIRGINIA DEPARTMENT Of TRANSPORTATION
MS x 5'-0" BARS �„
�-4- (12 RCQ'D.)
3'-0" I i'-2" -
STANDARD
INTERLOCK SER UNIT
KEYWAY
SECTION B -B
2" DIAMETER BAR A 10.68 LBS/FT OR
NO- 14 PLAIN BILLET STEEL BAR
LD7.65 LBS/FT CASTM A-015, GRADE 501
L2'/z" x 2t/2„ X
- ATE AWELD ! WFI(I3
PLAN VIEW ` I
SEE
DETAIL A .
2" ,. x 4.I
&D SHEAR L2" x 2" x "
CONNECTOR
SECTION A -A DETAIL A
DETAILS OF CONCRETE COVER AND CRATE A
/y 2'-11 %2" GRATE-„»
EDGE Q0 I
"CLEAR 11/4" X 2'/Z" BEMIRING BARS
'
/4 � � (12 REQ'D-)
C - �' • t/
% " 13ETWEEN
BAMS CTYP.)
r .11/9i" PARTIAL SFC TION n -n
x 4„ GRATE-�►
I '
COQ ECTOR i ,IREo'D.) 21 EDGE BAR
1/41A
lU" 111It 1,DAt 14AA I/4" CLEAR
.. .. BAR ( 3 4EQ•D A
GRATE B LzV2" X 2'/2" X 'L"
716 '
PARTIAL SECTION C -C
DETAILS OF LOAD CARRYING GRATE D
RECOMMENDED MINIMUM
ALIGHT CHART
GRAT F.
T YpC
PIPE
N DIMENSION
It
SIZE
CoWn TE PIPE
�
A 1
FOR usE « sAs
-B;'
$;;
3 i'tt•.
an
RJ41
'i
4. Q
1211
31-61,
jt
�•^•
!RAA
3A_OI AA
STANDARD
1811
41.01 .,
,, I17•AI.1N
21"
X1.3 It
1�1!
PIPS MAXIMUMDEPTH (H) - 8'
51,
3
"`EER`"``
8"
3' 111/4..
3
..
4
1-O"
933
4;1'44,
6
g4.UQ
2
302
.1 6"
m
Ci
LA_
IIS..
,_ 1Q,
5'-7'
3
21"
o1111D
4'
S'-5•
1'•6'
27"
g•-gT ..
H
2'-2"
8
Z:)�5,.
LL
�'-71/4,•_
3.46
18„
4,_101/=AA
W.■
m-
21„
51. 1;x41'
77y11
24"
3'-2•'
4
v . U
2 7"
1•-6'
Nm ' .111!
30"
�' • � 3F4..
F5 0
33"
6. • 5)f4"
a o
m
361,
6',g•
41"
7 -3'/2
W-7" to 6'-10"
3
5'-7"
aA�
48..
SWf CfeATIN
REFERENCt
105
233
302
T -DI -7
GRATE
A SAFE SKACIRIG CHAN I
GRAT F.
T YpC
MAXIMUM
Aa
DIMENSION
17
A I
1y211
No.
3.,
A 1
FOR usE « sAs
-B;'
WITHOUT GUTTER
N5_
NOTES
1, SEE GENERAL NU I E5-IJKLCAS I M014 AUDI I K)NAL DLI NLS_
2- CONCRETE COVER AND CRATE ARE TO BE FURNISHED
AS A SINGLE UNIT_ OUT$IpG QIMCNSiow, gr GRATC Ai[
TO BE 3-4" X 2--113`4" (GRATE A) OR 3'-4" K 2'-1Y/2"
(GRATE B).
3. 13IME1451ONS SHOWN ARE MIhMMUM. ACTUAL 51MENSIONS
MAY VARY WITH MANUFACTURER_
4. GRATE A 15 TO AE UTILIZED IN LOCATIONS NOT
NORMALLY SUBJECT TO TRAFFIC.
S. CRATE 6 IS T D NS BE UTILIZED IN LOCATIO
NORMALLY SUBJECT TO TRAFFIC,
6. ALTERNATE METHODS OF ANCHORING ANGLE IRON WILL
BE ACCEPTABLE W APPROVED BY THE ENGINEER.
7. GRATC ANQ COLLAR ARC TO BE GALYANIZEC AFTER
FABRICATION.
R. JOINTR BETWEEN C'[7Nf'RfTE COVED AND GUTTERS
(WHEN REQUIRED) ARE TO BE DOWELCD, KEYED, OR
OTHER VDOT a1('F'f,'QVCD MCT110D5.
S. CONUW It SHALL tit 400U P51 MINIMUM.
10_ REIN'FORCN C S7EEL SHALL BE IN ACCORDANCE WITH
ASTM A-6115.
11, GRATE BARS ARE TO BE INSTALLED 50 THEY WILL BE
ALIGNED PARALLEL TO THE DITCH FLOW.
12. SEE $TANC)AAD DI -7, 7A, 7B FOR DETAILS OF GUTTER,
IIIETHOR OF PLACEMENT, ALTERNATE METHODS OF
CONSTRUCTION.
SPECFICATIQM
FIKKE
las STANDARD 'RECAST TDF' UNITS
233 VIRGINIA DEPARTMENT OF TRANSPORTATION
Raz
REV. 7/OS
103.08
DI -3408-3C
EXPANSION KEYED A D1 7,7A,7B
EXPAINSDN J01NT "- FOR ETAILS Or INLET JO•NT CONST- g� C `t APPROACH 8" B VOTES
10" FR IL COVE; UACK Or SIDCNALK Y, JO•IT- APPROACH
13Af�C--' 4, 4• 7, SEE T IC -2. m 1 -BARS' AIRP= _ ^` 1 DEP [H OF INLET (Ili -C DC S11CWN GJ PLAN.`,.
rGGu7TE�
\ Ln » To ) A -_ _ B - B 2 AND HE P-C�IED ON THE
HE FL ON WILL STANDARDS
2'' BARS C �.�,.•„ y EiAR 2„ ( - SUBBASE + PIA'E LANUCt THE TOP Or D FROM -11E RTHEkSTRUCTUREVl7FALL
ARS F It=+�l�l eARS D a - - - HARUwAHL 4 t4 I- - - - -
_ _ ,� j BAMS -F- CLOTH _ _ _ FCR ESTIMALAN -H 7INGSPURPOSES�iV�DDTH AACTUAL ONLY
11 II ,��o �' + I SEE NOTEHE. - DIMENSIONS SHALL BE DETERMINED BY THE
9. p I _ / CC'NTRAC'C'R FROM FELL CONDITIJN5.
+7 R - t: ;� 1;4, I MAXKfUm DErTH (H) To BE 12' 8.
W PLAN 3 WHEN SPECIFIED CN THEE PLANS THE INVERT IS
.14;• (COVER REM)VEDI PLAN TC BE SHAPEC_ IN ACCORDMCL WITH STANDARD
STEPS.'SE A•4'-4" N2" 36" P•'!1 tCOV'E2 REMOVEDI t$ 'I. -►E COS OF FVRNS,-IING AND PLACING ALL
!2'-
I II F 9rVR A \�� NOTE 5 B 3'-D" 112" 36" PIPE) MATERIAL$ INCIDENTAL TO TIIC SHAPING Iv TO DC
\\ A•4'-10" (L2" PPE) GROUTINCLUDED IN THE BID PRICEN FOR THE STRUCTURE.
I II BARS 0 GUTTER FACE OF CB2' B" -J B, B•3 -6" tat' PIPE) CONCRETE COVERGR K COTROL JOINT CRACK CONTROL JOINT 4. „ (FDR DETAILS SEE 4. N THE EVENT THE INVERT OF THE OUTFALL
O•''" "ONCRETE COYER SHEET 2 OF 3) PIPE IS HIGHLR IHAN 1.41, tlU11UM L* IHL
SECTION A -A -FOR DETAIL, .EE AGGEG.TRUCTUP.E•7tE INERT OF THE STRUCTURE
6PLAN I 1 �, SHEET 2 CF 3) SCC ND -E7 `'HALL BE SHAPER WI -H CEMENT MORTAR TO
1Q' MAX. i-�-ACGR[GATE. SCC NOTE7 PREVENT CTAMNf, OR PC)NDIN(: OF WAT=R
A ! KEYEC CONST- JOINT -^ 0 \ � PLACIj Gym MAIERIIALS INCIDCOST OF E
NTAL TC G
L-VARIAELE MAX. 20' r WEEP HOLE. WEEP Ho!F
2 0 GLWARTER w SEE NOTE 8. `� °d
2'-0" 6" Q 6" 3 -p" y I SEE NOTE B. 1 HE 5HAPINL; IS TO EE INCLULE) IN THE BID
x rApFUTTER I��qQ � � > 5" LF 1 HOLLi 'MCC FOR T K S-RUG1LIK.
�� iv Z -C/ OARS A GUTTER g rd 5 STFPS ARE 10 BE PROVIDED WHEN H IS 4' O"
7 SILPS. SILL NO 5. > OR GREATER. FCR DETAILS SEE STANDARD ST -1
d f 6. REINFORCED
wONCRET= FOOTING MAY 8E
IrW
- - - - - - - - - - - - N J ' •' PRECAST OR CAST -N -PLACE- TWO LIFTMCXXHOO(S OF FABRICATORS DESIGN 70 BE
�jjPROVIDED N PRECAST FOOTING
BARS F BMS F I, iv - �' �.- e \ DIAMETER -BAR3 E 7. 4' OE'TH AGGREWTE e88.R7D, OR Ila X E" WIDTH.
EEP HOLE BARS B
'F ONT ELEVATION 8" 7•-6" , E" �' • .- -••_- '- •. 8 ['• CMAIMETER WEEP HOLE WTH 1?"Icr2" PLASTIC
BARS; F� "-EE NOTE �.�� HARDWARE CLOTH 11/4" MESH OR GALVANIZED
t3uTTC(i REMK)'/CR) I 3' 0" �- STEEL WIRE, MNIl4UM WIRE DIAMETER 0.03",
1/4„ SEL IVi\ A_A SECTION D D %WdEH L MESH HARDWARE CLCTH ANCHORED
' SXI/4" (ENT SLATE SECTION B -B CAST IN PLACE ; FIRMLY TO THE OJ -_,IDE OF THE STRUCTURE.
FOR USE wtTH. 12" TO 42" PIPES 9. -HE TYKE OF IM_ET (PRECAST OR CAST Rf PLACE).
iF-i+ N NO I L5 (CON I.) DETAILED IEREON, TO BE CONSTRUCTED• WILL BE
_ - AT II L C4'I IUN VF THE GUNTRALTUR.
RECOMMENDED MIFM/UM
7 PE A NOSE DETAIL SHALL 8E U EO WITH CG -3 0 CG -7 STANUMDS. ✓\\\ _�`-L2'%2"X2�iZ"X/e" tti D!-:-------- NF1 t;:ll lkx )0. FOR CETJIS OF CONCRETE -OVER,COLLAR AMC
" G.4LVANItED H IGHT CFART GRATE AND THE METHOD OF PLACING APPROACH
T PC 0 NOSE DETAIL SHALL BE C WITH CG -2 STANDARDS. -Yf1 A 1 - - --- DI-7A------SIVCLE CUTTER w/£N DROP INLET GUTTER 5E, SHEET 2 OF 3.
TYPE 9 /1' X 4" STUD SHEAR CONNECTOR WELDED PIPE H DIMENSION IS ON A GRADE.
G VANIVE PLATE FOR 'YPE A BE DENT ON AN ANGLE OF 68'30' TO MIGLE IRON AT 2'C -G. DI -7B------ DOl6_E GUTTER ''WHEN DROP NLET Il. CAST -IN PLACE CONCRETE IS 'G BE 'LASS A3
C ECTORS AND IS TO BE ANC RED WITH 1/2" x 4" STUD' SHEAR, NOSE DETAILS SIS! CONE. ORI. MET IS N A SAC BETwEEv TWO CR.10Es. t3000 PSN. PRECAST CONCR'1[ IS TO PC
LDED TO BENT PLATE AT 2' C 12' 2' 6" 2-5" 4000 PSI.
APPR. PAVEMENT 16. rOR DCTAI_S or rRCCAST DI 7 NOT `•tiOwN iEREON
t5" 2'-9'/4' 2 -6" 12 CONCRETE QUANTITIES SHOWN ARE FOR IVD)CATED
SEE PRECAST UNIT ASSEM3LY DIAGRAM, PACE AND
FC
01-3A � L !-36 L DI -3r. L -�'T WARPED PAVEMENT DEP-H fH1 WITHOUT PIPES. IHE AMOl1NT
tB +.'-01/=" 2'-11^ FOR PRECAST GENERAL NOTES. PAGE 103.02 MID FCR
APPLICABLE PRECAST BASE, ft:SER MID TOP OETNLS DISPLACED 8Y PIP?S MUST BE DEDUCTED TO
06TAIN TRUE OUANTITfS. FOR RULE -S OF
21" +_•'-3Y4° 3 2" PACES 103.07 THRU 1C3.12. DIFFEREVI DEPTHS ADD OR SUBTPAC' THE
r - - 2v' 3' "' 3 S" 17. GRAT= OARS -C 3C ^ARALLEL TO DITCH FLOW. Foor F D Cl1BIC �AR175 OF CONCRETE FOR EACH
_ TOOT OF DEPTH.
= I = FLOW FLO`N ( w • 27" 3' 10/4" 3' B" PIPE 13. PAVED DI -CHCS MC TO RC TRANSITIONED TO MEET
11" 15" 1B" 24" 30" 36" 42'
I 1 DETAIL WHEN J JED 3? 4' 111,z- 31-111,
INLET CUTTER AS SHO'WN N STANDARD FC -:A
MINIMUM DEPTH `,-0. 2' 311/+" 2' 6t/e" 3' 1" 3 7f/(1" 4 2" 4 81/2'
ADJACENT TO CUKd 33' 4 Iii 4 2 CONCRETE c F
TYPE
DI -3A
FOR USE
GRADES
OF,
I
.
A
3S' 4-51, 4 -5' t 947 1.045 1.143 1.339 1.535 1.731 .997 K. PRO/OE SAFETY SLAB_ WHEN SPECT IED ON
`HE PLANS.
No.
REIN-ORCING,
BARS E 9ARS C
Lin. Ft. 4I No. lin. fi.
STFFL
_
BARS D
No. Lin. Ft*
FOR usE « sAs
-B;'
WITHOUT GUTTER
N5_
BARS _F
Lin Ft.*
No.
BMS G
Lw. '1.111
WEIGHT
LDS.
BOT•1 SIDES TO STMMFTRICAL
SHEET ' OF 2
-
47" `_' 2Yz 1 4'-11' INCREMENT PER 1.00" OF ADDITIONAL DEPTH M! j 0.362 CU, YDS. 112" 36" PIPE)
< = 0.410 CU- YDS. 142" DIRE) SHEET ! OF 3
4'
STANDARD
CURB DROP INLET
sPEdrIu11DR
,, I17•AI.1N
T-6"
2
1�1!
PIPS MAXIMUMDEPTH (H) - 8'
REFERENCE
3
"`EER`"``
STANDARD 1 MEDIAN CyRCIP INLET
T-11"
3
1'-6'
4
1-O"
933
27'
30'r-0'
33'
6
g4.UQ
2
VIRGINIA LIEPAHIHENT OF TRANSPORtA1ION
302
.1 6"
241
12'' 10 42'' ')INE
'04.22
3
5'-7'
3
3'-7"
4
3'-6"
vIRCINIA DEPARTMENT OF TRANSPORTATION
1'•6'
4
JI- 3A,3O.3C
TQ.B_E 0- QUANTITIES
SEE STANDARD T -DI -3, 4 ALTERNATE DESIGN
2'-2"
8
d77A a DEE-AI-SCF CONCRETE COVER AND GRATE
jw 3
54'
TYPE
DI -3A
L
-t,
AREA
til t
Sq_
OF,
I
.
A
oR N0. 14 BILE' S'EEL BAR • 7.66
No.
REIN-ORCING,
BARS E 9ARS C
Lin. Ft. 4I No. lin. fi.
STFFL
_
BARS D
No. Lin. Ft*
No.
BARS E
Lin. FtA
N5_
BARS _F
Lin Ft.*
No.
BMS G
Lw. '1.111
WEIGHT
LDS.
Concrete 3AR5 A
I. I Cu. Yds. Na, Lin. Ft. 1k
3 3'-2" - B
-
4'-0'
4'
1.9
9"
7.54
5
T-6"
2
R'-7'• to R' -In,,
3
5'-7'
3
1 3'-2"
4
T-11"
3
1'-6'
4
1-O"
64
27'
30'r-0'
33'
6
27
2
.3 72
5
.1 6"
6
'-7" to 6'-10"
3
5'-7'
3
3'-7"
4
3'-6"
3
1'•6'
4
2•,ty
SEE STANDARD T -DI -3, 4 ALTERNATE DESIGN
2'-2"
8
3.6
54'
3.46
y
5'-6"
10
'_?" t, 6'- "
3
5'-7'
3
3'-2•'
4
5'•6"
3
1•-6'
4
1'-C•'
158
D-38
10'
4.5
5.
3.90
5
)'•6"
14
W-7" to 6'-10"
3
5'-7"
3
3'•2"
CURTAIN NAL(. TO BE LO"AT=0 Al THE END OF
3
1'•6'
t
01
12'
5.5
4.34
5
9' 6" '
1d
6'-7" I a 6, 101-
3
51-7'
3
3'-2"
4
3''6"
3
1• -le'
4
r -C.,
251
14'
".4
4,78
5
11'-G.,
._-.. ._ ..
�..
.•
3-2„
IT - 1311
1'-G'
4
U - C.,
to,
7.3
5.22
5
13'-6"
26
8'-7" to 6'-10"
3
5-7"
3
3.2"
4
13'HS"
3
T 6'
4
1' ""
345
16'
8.2
5.66
5
13'-6"
30
6'-V" "•
3
.5-7-
3
3-2"
4
1: 6"
3
1'-6'
4
1'-"'
381
20'
9.1
i.JD
5
t/-6"
34
6' 7" t• 6' 10"
3
5'-7•'
J
3-2'
4
17'-6"
3
1'-6'
4
1'-C"
438
6
2.7
3.Dt
10
1' 9'
4
-
6' 7" to 6' 1a"
5
5' 7'
3
-
3 2"
8
T-9.,
f
1'•6"
2
T'•C"
711
8
3.6
3-45
10
2'-B"
8
1
6' 7" !o fy- "
B' 7" _ ..
5
5'_7"
3
`...
- 3 -2"
- a
2'-9"
I ---_ .,
6
V-6 '
�._ ..
2
2
1' C"
V.ell
158
205
4.
10 3' 9"
12'
5.
4.33,
10
4'-9"
16
6'-7" In R' -in
5
5-7"
3
3 ?„
R
W-9"
E.
1'-6" 1
7
5'
DI -3C
14'R
4
4 77
10
S' -A"
7n
9'-7" to W -1n"
5
5'-71'
3
3-2"
8
5-9"
R
V-6"
2
2 91
1&
7.3
5.21
10
6'•9"
24
6'•7" to 6'•10"
5
1 5'-7"
1 3
3-2"
E
6'-9"
6
1'•6"
2
345
Iff 1
8.2
5.65
10
P -D"
28
6' 7" to 6' 10-
S
1 5' 7•'
1 3
3 -2"
8
7' 9"
6
1'-6"
2
392
20' I
9,1_
_
-. g. DE- _
10
B' 9"
32
7" -10"
5
1 5-7-1
1 3
3 2"
B
D'-9"
G
11-6"
2
1'-(Y'
43S
BM SPACING CHART PRECAST OR CAST N PLACE. DRANAGE
APPRnXIWTE OUANTtTIES GRATE AXMUM DeME S10N
NOTES CONCRETE INFORCINIC TYPE - B 8. CONCRETE TO BE CLASS A3 IF CAST 7 F NORMAL DITCH CRUDE !S IOD FLAT TO ALLOW
CLASS A3 STEEL N PI ACF 4r.nO PGI IF PRFA'ACT FOR ADJUSTED GRADE'Cr INLET, A SPECLAL
I. . I �" C;t)11 t1f I)4 NYE WILL Hill, NLUJIxM 11 /IN IAL ANG
1 DEPTH OF E1 ;M TO B? S IGWN ON PL S. 7. r 4 X 8" SMOOTH DOWELS AT .APPROXIMATELY 15_ THIS AREA. MAY BE EARTHEN, IN WHICH CASE 0D 4-i t CY 63 165 = p• T 9. GRATE SMS TJ BE PM ALLEL TJ
12' C -C TO BE PLACED N A_L AREAS ADJACENT THE EXPANSION _ONTS WILL APPLY ONLY TO - --- DITCH FLOW
2. TIME 'H" NS ON SHOWN ON THE SIANDAII DS 1n AR(NTTIN(: CCN 7!RFTF TO PRFVFNT CURB AND CUTTER.
AND SrCCV' D ON TIT[ PLANS WI_L OC SETTLEMENT.
MEASURED RON THE INVERT OF THE OUTFALL 16. CONCRETE QUANTITIES SHOWN ARE FOR DEPTH
PIPE TO T TOP OF THE STRUCTURE. 8. 3" DIAMETER WEEF HOL-- TJ M LO-ATED TO (H) OF 5'-2" WITHOUT PIPES- THE AMOUNT 7I/
PLAN "H" D ENSIGNS ARE APPROXIMATE ONLY DRAIN SJBGASE MATERIAL. WEEP HOLE WITH DISPLACED OY PIPES MUST 9: D.-DUC-ED TO
FUN FSTiA INC; PURPO ST'S Nil rHF AI':TI)AY 121X12" PLASTIC HARDWARE CLO -H 1/4" MESH (MIAIN INIA 1XIANIIIFS Mtlx RJ11` 1* �O".Y •O �Nt1
DIMENSIONS SHALL BE DETERMINED BY THE OR GALVANIZED STEEL NIRE,MNMUM WRE DIFFERENT DEPTHS AV CR SUBTRACT 0.32 �Il/ •
CONT?ACT FROM FIELD CONDITIONS. C1A.M=TER O.OS', NUMBER, 4 MESH HARDWARE CUBIC YAPOS CF CONCRETE FOR EACH FOOT r`p" D11CTI _ �` �Q••rCN ny FTL
CI -)-H ANrHORFD FIRM I Y TI-) THF rM ITSInF OF r.FP7H. ` / I -T
C T C I �� r7`y , D
3. WHEN PEC IED ON THE PLANS HE INVERT OF TIC STRUCTURE. ` "1 /- •� ..• Y J .-- � � `/ / ��
TO K SmA ED RN ACCORDANCE WITH STAND &RD 17. LENGTH 0' ANGLE IRON AS SHOWN ON SHEET 1
IS -1. THE C ST OF FURNISHING AND PLACW ALL 9. ALL REINFORCING STEEL SHALL HAVE A MIN, OF 2 IS TO BE i7+16- AT 4.10 LBS /FT.. ,-
MATERIALS DENTAL TO THE SHAPING tS 0 BE COVER OF 2". JECTION A -A SEE NOTE 31 LSEE NOTE 33 ' SEE NOTE 3 ��3-4 // M ► �
INCLUDED THE ENC) PRICE FOR THE STRUCTURE. 18. -1t ULNU IIS LLMC IH tit UNE: t-! HAI. SEE NOTE
10. ALL REINFORCING STEEL -O BE CUT CLEAR OF BOTH SLOPS LAT ONE STEEPI SLOPE���---���f"'�
IN THE EVE T TH: INVERT OF THE OUTFAI ALL OPENNGS ERY 2". 14. ALL 3EINFDRCTNG BARS TO B'E*5. ONE INTERMEDIATE SLOPE Lj1
4. PIPE IS MIC ;-'P THAN THE BJ -TOM Cf- THE A
STRUCTURE, THE WYERT OF THE STRUCTURE n. CAST -N PLACE CCNCRETE IS 70 BE CLASS A3 20. WH"H NLET IS USiO N 4'•0" MFFDNN,BACK OF JJ (i INLET
SHALL 3E APED WITH CEMENT MORTAR i (3000 PS;). PRECAST CJNCRETE IS TO BE INLET IS TO BE ShAPED TO CONFORM TC 2' ,ItOITC:H �NtFT G ?_ ` C'1� -BACK UP BERM
PREVEh7 S IANDING OR PONDING OF WATER 40JU HSI. PROFOSED CURB- ;o ff j '� 0, D dT = CUTTER GRADE 10 * PROVIDED
IN THE TR CTVRE. THE COST OF FURNSHI �iF NOT 6 I �' C F ADJUSTED TO MEET AS DIRECTED BY THE
AND PLACtN ALL MATERALS INCIDENTAL TO 12. LENGTH CF SLOT (L) NLL,11N EVERY CASE•BE - D r ��J NIET ELEVATION ENGINEER 11)1 7A ONLY).
THE SHAPI IS 70 BE INCLUDED N THE SIiDWN ;1N PI ANS. '+•� mss" L„� 6'�»
?P,ICE FOR HE STRLICTLRE. UpRMAI ME
SEE MCTE 301110
13- IF UNLET IS COINSTRUCTEC IN MEDIAN CURB GR TYPICAL ELEVATION SEE NO TL ' I `� DITCH GRADE
5- STETS AK TO BE PROVIDED WHEN H IS 4' WITH INTEGRAL Cu", :;UTTER S TO BE SEE NOTE 4 SEE NOTE 3
OR CREATE . FOR DETAILS SEE STANDARC T-1, OMITTED ISLE OCTANL).1Ik4 FLAtT[a
ONE STEEP SLOPE -ONE FLAT SLOPE 93"H SLOPES STEEP
G. THIS ITEM AY BE PRECAST OF CAST -N -PL %Cf, 14. STANDARD INLETS MAY BE CONSTRUCTED WI"H
SP(CFx VION
REFERFn�E
302
MH -2
10607
CONCRETE BLOCKS N ACCORDANCE WITi THE - APPROMMATE QUAIANIITWS
L'LIAILS SHOWN ON SIAN°)ARD DRAWING 01 -MB, APPI!OXIMATE QUANTITY FUN UV! URTAIN WALL, --_- LO"RTUDINAL SECTION
MEASURED FROM BOTTOM OF CUTTER CONCRETE 01-7 D -7A DI -78 (WHEN INLET IS LDCATED
CLASS A3 ABOVE NORMAL DITCH CRADE)
CONCW TI rLASS A3 D 741 CU YrN CUT. NOTE 6.
ICU, Y05-) NONE 1211 2.146
Sh•et 2 of 2 %WFT 2 OF 3
STANDARD CURB DROP INLET SPECIFICATION
S-ANDARD MED!AN DROP INLE-T Rf.FERCNCf
12" - 30" PIPE MAXIMUM CFPTH (H) = REY, 7.Os 12" TO 42" PIPE ),I
VRGNM DEPARTMENT Of TRANSPOFTAIICN 503
F ,
1104.23
CND SECTIDN 12" - 60'' PIPE ALTERNATE END -SECTION 12" - 5D" PIPE
HUB END ON OUTLET END -SECTIONS
CSPICOT END ON INLET END -SECTION 7- (VO EN) OV CIU -LCT CND-^_-ECTIONS
\\ '' SPIGOT ENG :IN NLET END -SECTION
FOIP DETNLS 01: ALL COMPONENT PARTS AND
C._ FRA! NOTFS- PRFCACT" CFF SHEETS ✓� T Ih CONCRE'E TO BE JE CONCRETE NI BE
'
103 Ol-'03.11 ' E _J 4000 PSI NINIMLM P51 MINIMUM
k P
LA P L A.��~ ~
C B DIAW TER
+
Dii r SPACER -"7 8 OFF PIPES OF PPE
I ��
am OR STEL:
/J FABRIC I \�" F / y STEEL FABRIC REINFDRC=MENTA
,
/ TAPER 1 1 tT EfdICLMERT- - i r RIA
TOPRUNIT
- L - 1
I
r u
I. L
� o
-- Z L
RISER NLN T
III
--Tri - -!
BASE I UNIT
I
I
I
FOOTING
P:RF(,AST MANH01 F
VIRGINIA DEPARTMENT OF `RANSPJRTATION
0
o
RISER UNIT
REDUCER LMT j
FOOTING
A
FAY LINE
SECTION X -Y
1 I 2 ?
- E •-
FND VIFW
2" CIA64ETER OAR O 10.68 LOS./FTDETAILS
NOTES
PIPE DIAMF_-TEZ
OF GUTTER ANC
A
oR N0. 14 BILE' S'EEL BAR • 7.66
i C
D
METHOD OF PLACEV1 NT
121•
A. -ft- - 185.7FT-,(ASTM A811%• GRAOE 601
T bHAIE A IS TU B! UIR.ILEU IN
2'-17'
4'-0'
211-0"
CRATE A /
LOCA7101vS NOT NORMALLY
2' 3'
NOT S
4'-0'
-
Slii.lF f.I Tn TRAFFtc
9"
2' 3'
1'-9'
°+ ELO
3'•0"
'
d-7 NO CUTTERS
2'-11'
2'-1'
2 GRATE B IS TO BE U-IUZEO IN
LEGATIONS NORMALLY
3'-6'
Di -7A NO GUTTER IN CNE DIRECTION.
91/..
3'-71'
V
SLBJECT TO TRAFFI^.
4'-D"
DI 7B .UTTER N BOTr DIRECTIONS
27'
30'r-0'
33'
A p A _
3. FOR DETAILS OF LOAD "ARR"NG
2
JOINTS OETIEEN CLTTERS A440 CONCRETE COVER
ME TO RE DCWELED WITH *4 X B" SMOOTH
301,
L2"X2-K
GNATE tGRATE t0, SILL r -UI- 7,
3'-3 ,.
RODS • APPROX. 12' C -C 10 PREVENT SETTLE-
„
X 4 I I
L2/T'7(2/2"X/i'
Si CET 103.18.
S'- i
0 DOWELS A 2" X 4" NOTCH MAY
P -7"
5g/r
CO�ECT�k
DE I AIL
4BEN'ROVOEDu
coNcREt[[ OVER AND GRAT[
2•,ty
SEE STANDARD T -DI -3, 4 ALTERNATE DESIGN
2'-2"
.A
ARE TO K r1JT4RSHED AS A
54'
2'-3"
5'•5"
GRATE TYPE
O 1 O III •5X5.p OMS
SINGLE UNIT. OUTSIDE
DIMENSIONS OF GRATC TO
3-
VARIABLE 2:1 OR FLATTER.
2'•1T'
RP
PLAN VIEW (FOM PLANS: (12 4E0OI
BE 3' 4" X 2'-1T ." (CRATE AI
OR 3'-4" X 2'•11/{' (GRA -E 9)
4.
DITCH GRADE IIJSI 13E MJUSTED TO 1!!(
60"
I I'
SEE 3ETAtL
3'-3"
DIFFERENCE N ELEVATION. SEE tONWOONAL
SECTION
w
4ev X
TfANATF
'
ANCHORING ANGLE VI1LL BE
ACCEPTABLE IF APPROVED BY THE
5.
E CEPTM (D) BECOMES LESS THEN 4", LENTEN
-
31/ '• �/2.,
ENGINEER.
0
Of WINGS ARE 10 BE EXTENDED AS DIRECTED
BY THE. ENGINEER
SECTION A -A SECTION B -B
6. GRATE NO COLLAR ARE TO BE
CURTAIN NAL(. TO BE LO"AT=0 Al THE END OF
C.IRATF A
GALVANIZED.
THE PAVED DITCH SECTIONS 07 TOE )I -7A i
7 CONCRETE OVER MAY SE
>• rtl I14At ARE NUI k311111,1103Y1{R
BM SPACING CHART PRECAST OR CAST N PLACE. DRANAGE
APPRnXIWTE OUANTtTIES GRATE AXMUM DeME S10N
NOTES CONCRETE INFORCINIC TYPE - B 8. CONCRETE TO BE CLASS A3 IF CAST 7 F NORMAL DITCH CRUDE !S IOD FLAT TO ALLOW
CLASS A3 STEEL N PI ACF 4r.nO PGI IF PRFA'ACT FOR ADJUSTED GRADE'Cr INLET, A SPECLAL
I. . I �" C;t)11 t1f I)4 NYE WILL Hill, NLUJIxM 11 /IN IAL ANG
1 DEPTH OF E1 ;M TO B? S IGWN ON PL S. 7. r 4 X 8" SMOOTH DOWELS AT .APPROXIMATELY 15_ THIS AREA. MAY BE EARTHEN, IN WHICH CASE 0D 4-i t CY 63 165 = p• T 9. GRATE SMS TJ BE PM ALLEL TJ
12' C -C TO BE PLACED N A_L AREAS ADJACENT THE EXPANSION _ONTS WILL APPLY ONLY TO - --- DITCH FLOW
2. TIME 'H" NS ON SHOWN ON THE SIANDAII DS 1n AR(NTTIN(: CCN 7!RFTF TO PRFVFNT CURB AND CUTTER.
AND SrCCV' D ON TIT[ PLANS WI_L OC SETTLEMENT.
MEASURED RON THE INVERT OF THE OUTFALL 16. CONCRETE QUANTITIES SHOWN ARE FOR DEPTH
PIPE TO T TOP OF THE STRUCTURE. 8. 3" DIAMETER WEEF HOL-- TJ M LO-ATED TO (H) OF 5'-2" WITHOUT PIPES- THE AMOUNT 7I/
PLAN "H" D ENSIGNS ARE APPROXIMATE ONLY DRAIN SJBGASE MATERIAL. WEEP HOLE WITH DISPLACED OY PIPES MUST 9: D.-DUC-ED TO
FUN FSTiA INC; PURPO ST'S Nil rHF AI':TI)AY 121X12" PLASTIC HARDWARE CLO -H 1/4" MESH (MIAIN INIA 1XIANIIIFS Mtlx RJ11` 1* �O".Y •O �Nt1
DIMENSIONS SHALL BE DETERMINED BY THE OR GALVANIZED STEEL NIRE,MNMUM WRE DIFFERENT DEPTHS AV CR SUBTRACT 0.32 �Il/ •
CONT?ACT FROM FIELD CONDITIONS. C1A.M=TER O.OS', NUMBER, 4 MESH HARDWARE CUBIC YAPOS CF CONCRETE FOR EACH FOOT r`p" D11CTI _ �` �Q••rCN ny FTL
CI -)-H ANrHORFD FIRM I Y TI-) THF rM ITSInF OF r.FP7H. ` / I -T
C T C I �� r7`y , D
3. WHEN PEC IED ON THE PLANS HE INVERT OF TIC STRUCTURE. ` "1 /- •� ..• Y J .-- � � `/ / ��
TO K SmA ED RN ACCORDANCE WITH STAND &RD 17. LENGTH 0' ANGLE IRON AS SHOWN ON SHEET 1
IS -1. THE C ST OF FURNISHING AND PLACW ALL 9. ALL REINFORCING STEEL SHALL HAVE A MIN, OF 2 IS TO BE i7+16- AT 4.10 LBS /FT.. ,-
MATERIALS DENTAL TO THE SHAPING tS 0 BE COVER OF 2". JECTION A -A SEE NOTE 31 LSEE NOTE 33 ' SEE NOTE 3 ��3-4 // M ► �
INCLUDED THE ENC) PRICE FOR THE STRUCTURE. 18. -1t ULNU IIS LLMC IH tit UNE: t-! HAI. SEE NOTE
10. ALL REINFORCING STEEL -O BE CUT CLEAR OF BOTH SLOPS LAT ONE STEEPI SLOPE���---���f"'�
IN THE EVE T TH: INVERT OF THE OUTFAI ALL OPENNGS ERY 2". 14. ALL 3EINFDRCTNG BARS TO B'E*5. ONE INTERMEDIATE SLOPE Lj1
4. PIPE IS MIC ;-'P THAN THE BJ -TOM Cf- THE A
STRUCTURE, THE WYERT OF THE STRUCTURE n. CAST -N PLACE CCNCRETE IS 70 BE CLASS A3 20. WH"H NLET IS USiO N 4'•0" MFFDNN,BACK OF JJ (i INLET
SHALL 3E APED WITH CEMENT MORTAR i (3000 PS;). PRECAST CJNCRETE IS TO BE INLET IS TO BE ShAPED TO CONFORM TC 2' ,ItOITC:H �NtFT G ?_ ` C'1� -BACK UP BERM
PREVEh7 S IANDING OR PONDING OF WATER 40JU HSI. PROFOSED CURB- ;o ff j '� 0, D dT = CUTTER GRADE 10 * PROVIDED
IN THE TR CTVRE. THE COST OF FURNSHI �iF NOT 6 I �' C F ADJUSTED TO MEET AS DIRECTED BY THE
AND PLACtN ALL MATERALS INCIDENTAL TO 12. LENGTH CF SLOT (L) NLL,11N EVERY CASE•BE - D r ��J NIET ELEVATION ENGINEER 11)1 7A ONLY).
THE SHAPI IS 70 BE INCLUDED N THE SIiDWN ;1N PI ANS. '+•� mss" L„� 6'�»
?P,ICE FOR HE STRLICTLRE. UpRMAI ME
SEE MCTE 301110
13- IF UNLET IS COINSTRUCTEC IN MEDIAN CURB GR TYPICAL ELEVATION SEE NO TL ' I `� DITCH GRADE
5- STETS AK TO BE PROVIDED WHEN H IS 4' WITH INTEGRAL Cu", :;UTTER S TO BE SEE NOTE 4 SEE NOTE 3
OR CREATE . FOR DETAILS SEE STANDARC T-1, OMITTED ISLE OCTANL).1Ik4 FLAtT[a
ONE STEEP SLOPE -ONE FLAT SLOPE 93"H SLOPES STEEP
G. THIS ITEM AY BE PRECAST OF CAST -N -PL %Cf, 14. STANDARD INLETS MAY BE CONSTRUCTED WI"H
SP(CFx VION
REFERFn�E
302
MH -2
10607
CONCRETE BLOCKS N ACCORDANCE WITi THE - APPROMMATE QUAIANIITWS
L'LIAILS SHOWN ON SIAN°)ARD DRAWING 01 -MB, APPI!OXIMATE QUANTITY FUN UV! URTAIN WALL, --_- LO"RTUDINAL SECTION
MEASURED FROM BOTTOM OF CUTTER CONCRETE 01-7 D -7A DI -78 (WHEN INLET IS LDCATED
CLASS A3 ABOVE NORMAL DITCH CRADE)
CONCW TI rLASS A3 D 741 CU YrN CUT. NOTE 6.
ICU, Y05-) NONE 1211 2.146
Sh•et 2 of 2 %WFT 2 OF 3
STANDARD CURB DROP INLET SPECIFICATION
S-ANDARD MED!AN DROP INLE-T Rf.FERCNCf
12" - 30" PIPE MAXIMUM CFPTH (H) = REY, 7.Os 12" TO 42" PIPE ),I
VRGNM DEPARTMENT Of TRANSPOFTAIICN 503
F ,
1104.23
CND SECTIDN 12" - 60'' PIPE ALTERNATE END -SECTION 12" - 5D" PIPE
HUB END ON OUTLET END -SECTIONS
CSPICOT END ON INLET END -SECTION 7- (VO EN) OV CIU -LCT CND-^_-ECTIONS
\\ '' SPIGOT ENG :IN NLET END -SECTION
FOIP DETNLS 01: ALL COMPONENT PARTS AND
C._ FRA! NOTFS- PRFCACT" CFF SHEETS ✓� T Ih CONCRE'E TO BE JE CONCRETE NI BE
'
103 Ol-'03.11 ' E _J 4000 PSI NINIMLM P51 MINIMUM
k P
LA P L A.��~ ~
C B DIAW TER
+
Dii r SPACER -"7 8 OFF PIPES OF PPE
I ��
am OR STEL:
/J FABRIC I \�" F / y STEEL FABRIC REINFDRC=MENTA
,
/ TAPER 1 1 tT EfdICLMERT- - i r RIA
TOPRUNIT
- L - 1
I
r u
I. L
� o
-- Z L
RISER NLN T
III
--Tri - -!
BASE I UNIT
I
I
I
FOOTING
P:RF(,AST MANH01 F
VIRGINIA DEPARTMENT OF `RANSPJRTATION
0
o
RISER UNIT
REDUCER LMT j
FOOTING
A
FAY LINE
SECTION X -Y
1 I 2 ?
- E •-
FND VIFW
- RAY LINE -
SECT ON 7,-X
IF
END VIEW
END SECTION
DIMENSIONS
PIPE DIAMF_-TEZ
PPE 31AAIETER
A
8
i C
D
E
121•
4"
21-0"
2'-17'
4'-0'
211-0"
15"
61-
2' 3'
1-9'
4'-0'
2'-b"
18"
9"
2' 3'
1'-9'
4' 0'
3'•0"
21"
9'/4"
2'-11'
2'-1'
Z'-0'
3'-6'
24"
91/..
3'-71'
2,_8„
4'-D"
27"
27'
30'r-0'
33'
T -I' ..
4'-0" 2-1'
4'-6' r-7 4--
4101 2,_31,.,
6--1"
B' -*4'
7'-IY4-'
5'-0-
5,_6"
301,
1' 3'
4'-101 •
3'-3 ,.
,_ .„
42'
1' 9'
S'- i
7'-tT'
P -7"
6. _A.
4R'
2•,ty
6'-0'
2'-2"
8'-2"
7'-01.
54'
2'-3"
5'•5"
2'-91'
3•-21
'-6"
SD'
2'•1T'
5' 0"
3' 3"
8' 3"
8'-0•
- RAY LINE -
SECT ON 7,-X
IF
END VIEW
LENGTF• OF PIPE
PA" L NE
H NOTES -
PPE LENGTHS SHOWN ON PLANS ARE
L' BAScO ON =ND -SECTION CESIGN SHOWN
ON THE LEFT. IF THE CONTRACTOR ELECTS
TO USE THE A-1ERNATE DESA",N SHOWN OV
`\ THE FIGHT•LENGTHS WILL BE REDUCEO BY
CU_L'ERT \ THE DIFFERENCE IN DIMENSION D'.
SLDPE DETAIL
Sf�ECIFICATION
sfdFf*AIpN REFERENCE FLARED ENU-SEC I If1 N FUR lZ"-bU" CONCRETE PIPE CULVERTS
R(fEIUtNCE
TOS 302 VRGINIA DEPARTMENT OF TRANSPOR(AltON REV, 7/Cl
3C2 ln9 m
Z
O_
V)
W
F�-
W
O z
U O
Q) (L
W �t
U U
Q W
C,
W
CL
IO
V
00
O O
Q
0
Lil
J
H
END SECTION DIMENSIONS
PL -PLC
PIPE DIAMF_-TEZ
A
3
C
0
E
2..
4.1
2._O..
4..1..
6._1.
w
w
in
(1) (,p
Q
0)
0
U
N N
N
21"
9"
2' 11'
3'-2'
6'-1'
2n'
1D"
3' 71,
2'-8''
6' 31,
4'-D"
27"
T"
a _0
2._
6 f„
4 5
33'
" 1'
4'-101 •
3'-3 ,.
,_ .„
5,_5„
36'
[-3"
S'•s"
2' 10 A"
H'-1 ."
IT 0"
47,
1.,q„
U
9'-11•
8,-2'•
fi,_o„
48
21-0"
s' -o'•
2'-2"
6'-2.
7•-0"
54'
2'-3"
�'-5"
1t'
E'•4"
7' o"
60"
3'-3"
6' 3'
w
LENGTF• OF PIPE
PA" L NE
H NOTES -
PPE LENGTHS SHOWN ON PLANS ARE
L' BAScO ON =ND -SECTION CESIGN SHOWN
ON THE LEFT. IF THE CONTRACTOR ELECTS
TO USE THE A-1ERNATE DESA",N SHOWN OV
`\ THE FIGHT•LENGTHS WILL BE REDUCEO BY
CU_L'ERT \ THE DIFFERENCE IN DIMENSION D'.
SLDPE DETAIL
Sf�ECIFICATION
sfdFf*AIpN REFERENCE FLARED ENU-SEC I If1 N FUR lZ"-bU" CONCRETE PIPE CULVERTS
R(fEIUtNCE
TOS 302 VRGINIA DEPARTMENT OF TRANSPOR(AltON REV, 7/Cl
3C2 ln9 m
Z
O_
V)
W
F�-
W
O z
U O
Q) (L
W �t
U U
Q W
C,
W
CL
IO
V
00
O O
Q
0
Lil
J
H
■
V
PL -PLC
NA
DRAWN BY:
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SCALE:
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NA
5/17/07
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(1) (,p
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0)
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U
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DRAWN BY:
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PL -PLC
0610022
SCALE:
DATE:
NA
5/17/07
in
(1) (,p
N
0)
0)
0
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Ln
Ln
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JO N C. LEWIS a
Li . No. 021621
ss
_ZONAL ,
SURVEY:
PL -PLC
NA
DRAWN BY:
JOB NO.:
PL -PLC
0610022
SCALE:
DATE:
NA
5/17/07
SHEET: 11 /15
B - i.8-2
MMD MOMN 4- OF ANNIMATE ON TOP OF PIPE,
DIMENSIONS
WEEP HOLE (AS RECO 0)
i..
I
x
NA■RIRRI
I
i
VARIES ; 7
•: H
L- STEPS I(AS REOV,)
I I ! -
i . . - .J. , .. - -
LIN FT. FOR
1 MANHIOLEs)
I
I.
- �
(AS REO'D.) WEYr (MOLE (As RAID-)
10
NI' tNARKS [ ILK
MNN OLESI
_�x�-0 JX( _ �tx, D�1xI-
13 -1 6- r 6- RS.S x wS.S ,MELDED
WOE FOR EOUAVA.ENT AREA
MONOLITHIC 2--y FI -2- i
• ,FOOTING ' a Y
A
D + a- + 2x a
B-2
NOTES: DOGHOUSE WITH FOOTING:
I. SEE GE RAL NDTES FOR AC%PNAL MfORMATION ON WEEP HOLES, STE? REOUIREMENTS
'H" rLIN. FT. FOR MANHOLES) Db1ENSItlNS. ETC.
2. ALL BASE LIMITS AMIE TO BE IN ACCOROA14CE WITN THE REOIAREIENTS OF AASHTO IfNlR
3. CONCRETE SHALL BE 4000 FSI.
4. WHERE OPEIINGS ARE REQU*ED FOR PIPE, THEY SHALL BE FORMED, DRILLED OR NEATLY CUT
AS APPROVED BY THE ENGINEER. THE CDNTRACIOR SHALL FURNISH THE FAIIIEICATDR WITH
1HE ANGLES BETWEEN CENTER LO&N, THE INVERT ELEVATIONS, ANO 'HE SIZE Or ALL PIPES TO
ENTER THE MANIHOLE. MOLES ARE TO BE A MRIAIM Or 4" TO A MAXIMUM OF 8' LARGER THAN
1HE OUTSIDE DIAMETER OF THF PROPOSED PIPE.
TH - I LAMER
LD -4
INIOIAMP!
I AGGREGATE
OEOrEXTLE DRANIW FAmw LI W MRANI SMALL BE CENTERED UNDER CURB AND GUTTER sSBBIISE LAYER :' -" %T07 ��
_�l
(OVERLAP Y -O-' AT TOP) PAVED SHIDIA.DER 3UIGRADE OUTLET PW
GEDTEXILE DRML*M FABRIC SEE NOTE #57 AOCKOArL Ale AOMEOAre OR ORusHm
(OYEIILA► T -O' AT TOP)
li PAVE►ENT CLAIM MUTHO Ne CJMDAToom REWRlEMENT.
PAVDENT ! -0" T�-
TER,AL i :.. A. ..... :
::.•��
ALTERNATE JOINT • 0 r •- -• - 4- III.on
DETAIL' - •
OUTLET PIPE
3unaRAGE , sllaa+�oE _ T AVER SHOULDER SECTION
Ms7 AANTRETING NB GRADATION
OR CRUSHED SEE NOTE 1 (FOR USE WITH S ABILIZED OPEN -GRADED DRAINAGE LAYER)
?-D" -d' OUN°M MEETING I1 GRADATION REOt1AREMNENT.
t -O- I\ --
PIPE ti57 AGGREGATE, sa AGGREGATE DR CRUSHED UNDENDR SMALL BE CE?ITERIED UNDER CURB AND OUTTER_
GLASS MEETWO N 8 DRADATION REOUREMENT.
PAVED SMOULDER SECTION CURB AND CUTTER 5ECTpN � ) DRAINMINE ; I I
( VpRLAP T'-0" AT TOP1
5. OIENS,OMS SHOWN AMIE MIMM. ACIUAL U1 &NISIIxVS MAY VARY W, 1tlM1Ur .
MMD MOMN 4- OF ANNIMATE ON TOP OF PIPE,
DIMENSIONS
a DEPTH 'TT• OF 3111- CINNTER PM UHT RESTRICTED
O
x
NA■RIRRI
Y Su1:CES70
M iMWuW MAX. PIPE S ZE
AN-" IITE
AxI
MwM
*
V.
B. TOMCM AND GROOVE JOINT ME TO BE OF FABRICATORS DESIGN ME£TI IG VDOT APPROVAL.
o x BQ?DONIG
MAXNAL
4
T.), NON -PERFORATED OUTLET P'!ES ARE NOT REQLRR[D.
4-
27"
An-
S-
OIL
3. MWERABOVE
OUTLET A MINIMUM 1' 0"
TM ECEtYNG
7 "
1..
0.
54"
N4"
7"
X FPS- D •-->H X
®RE)91N.I�gR1�LL MATOW N A DOONDiM TGE
302 OF THE ROAD IIID BRIDGE
116
A"
R"
72-'
5. OIENS,OMS SHOWN AMIE MIMM. ACIUAL U1 &NISIIxVS MAY VARY W, 1tlM1Ur .
MMD MOMN 4- OF ANNIMATE ON TOP OF PIPE,
6. IV" K NOMINAL DIAMETER,
a DEPTH 'TT• OF 3111- CINNTER PM UHT RESTRICTED
7. M THE EVENT THE INVERT OF 74L OUT►A3- PPE B HIGHER THAN THE 60TTOM OF THE 3TRM7kW,
TO 4'-O- MAKMAI-
THE REVERT OF THE STRUCTURE SHALL LIE SHAPED WITH CEMENT MORTAR TO PREVENT STANDIHIP
ONE TIIIIOtJG4 PIP p1LY, NDE PIFPE ENIEIMRIC MIO
OR PONgN(: or WATER N THE STRLiCTLRE.
ONC PPE EXITING STRUCTURE)
B. TOMCM AND GROOVE JOINT ME TO BE OF FABRICATORS DESIGN ME£TI IG VDOT APPROVAL.
o x BQ?DONIG
MAXNAL
JOINTS ARE TO 9E SEALED WITH MORTAR, O-RRNC CASKETS, OR BUTYL RUBBER.
T.), NON -PERFORATED OUTLET P'!ES ARE NOT REQLRR[D.
S�ANDARD PRECAST BASE UNITS
vRCRMMM DEPARTMENT OF TRANSPORTATION
105.1,
G -NERAL_
I NIF INW 'A• PIPE BEDI NG SIN, 1 RF .)%ED FOR ALM TYPES OF PIPE CULVERTS WITHIN TME
APOUCAaLE HEIGHT OF COVER RANCE NOTED N THE STANDAR PC -I TLRLES LA4LESS
4)1IRTRW1% NOTED ON THE PLANS
2 H • ,"FiGmt OF CC`VER MEASURE'l FPR* YnP Jr f1il VrRT TO FMRSHFr f.RADF
3. D - ' KCAVATION DEPTH AS SHOWN ON PLANS OR TO FFRM BEARING SOIL
CIIZ AJIL A P PIPE
I. D - OUTSIDE DIANE -ER OF P12E-
2 O - INSIDE DI/METER OF P'PE
3. X - WO -H Cf CLASS I BACKFILL MATERIAL KVDND INE _X-REWY OF THE PIPE
Y - '2" WHERE d IS LESS THAN 36"
Y - '8" WHERE d IS 36" AND GREIIIEF
4 w►E4E DNMECTED BY -HE ENGINEER. BEGGING MA'CRIAL wY IE R MRUTC3 FOR
NDRMAL LA?TH FIDUNDATILTIMS UNL'ER ROU1W ENTRANCE PIPE IEXG`_P_ PLASTIC PIS'
3O AND LESS P. DJMNETER WITH HEIGHT Or 1'OVER 1S'CR LESS.
7 NL''.:IAAR BACKFILL WTERVIL MAT BE USED iN _EU Of CLASS I BACK'LL MATERIAL rOR
I ALL FOIAUDA-ION TYPES FOR ROUTwE ENTRANCE PIPE IFxrEPT P-mlor PIPF) .ID" ANI?
LOSS IN DLAWTER w•TH HEIGH- Or COVER /5 OR LESS.
F TKDDW MAIrMA Ae) 0 ASS t RA"Fll I MATERIA- MAY ENE ELIMMATED FOR SIg1)LUL-(
SLOT INLFT IDI -131 OUTLET PPES MST AL LATCNS
PT IP
FII ICI PIPE
I. SI - OUTSIDE SPM ONENSKJN OF PIPE
Z. 52 • IN°.IDE SPAN DIMENSION Cf PPE
I R • OUTRIS
SIDE E DIMENSION OF PPF.
D_
4. X - WH OF CLASS IBACKFILL MATERIAL IEYOND THE EXTIIEMTY Or 'NE PIPE
X - 12" wMIERE S 15 LESS THAs 35-
5 - 11" WHERE S MS 3b" ANU (AEAIER
5 *-CRE DIRECTED BY HIENGNEER 13 ODW, MA'ERIAL WAY BE ELMRUTF') FOR
I NORMAL EARTH rOunDAT101M5 UNDER 1006E EJVTRANCE PIPE W-IERE S2 IS 38" IDR
LFSS AM "EIGHT OF COVER MS OR LESS
5, REr1AAR BwKrILL WIERML MAY eE USED 14 LEU OF CLASS I aACKFLI MATERIAL FOR
HILI FOLMDA'ION TYPES FOR POUTINE ENTRANCE PI►f WHERE S2 13 38" OR LE,$ ARE,
HF'GHT OF CCVER 15DR 1 ESS.
i'IPL ARCH
I S - SPAN DIMENSION OF PIPE
2 R - RISL JMtVSFJN (R HNA.
3 9 - SEE PC -11 TABLE FCR APPLICABLE PPE WIERAL
4 A - NIDTI Or CLASS IDACKr LL MATCRIA, aETOND THE EXTR"MITY OF THE 'P_
x • 12" WHTERE 52 15 LESS THAM 36"
x 18" WHERE S2 IS 3b" AND TREATER
a. %%K RF nRFCTF) BY HT F MGN= FR. RFDFXNG MATE(/IAL MAY NL LL NINA ICU HOP
NORMAL EARTH FCLIADAT*4S LINCER ROUTINE ENTRANCE PPE W-4ERE S2 IS 35" OR
LHS*- AMO HEMMT OF COVER 15. OR LESS
6 RECU.AR MACKFILL MATERIAL MAY D USED IN LEU Or CLASS I BACKFLL MATERIAL FOR
A`L FOLIMDATION TYPES FOR ROLTINE "N-RAN[F PIPE WIIEM S MS 3S" OR 1.E55 AND
M NEWT Of LOVtH 15' J`) LLlz�b.
------.._ -- _ -- --
INSTA-1-A'TION OF PIPE CULVERTS ANC S1 DPW SEWED'.)
HNEW I.D4 GENERAL NOTES
lU/.UJ VMGIIMA CEPARTHIIENT 0° 'PANS►OR-ATION
ISOMETRIC
CURB DROP INLET THROAT SECTION
ALTERNATE DESIGN
AND COVER
SEE NOTE 1
BACK OF /
CURB LINE I1" RADPA
PLAN
02'2" NOMINAL -+-i='L 4'• NOMINAL
r- - - - - - - - -
I
I I 'Jj„ X 4„
HOLE FDR
I- - - - - - - - - -- - _J DOWELING
I U GURU)
BACK VIEW
NOTES:
1. 2" x 4" NOTCH MAY BE FORMED WITt- STRAIGHT SIEfS. TAPEP.EC
SIDES OR TAPERED SIDES WITH FAIINUS.
2 .ALL DETALS NOT SHOWN TO BE IN ACCORDANCE
WITH SHEET 1 DF 2.
SPECIFICATION
' I i t
DETAIL A
BACK OF
CURB LINE
SEE CETAIL A
I
I
- - - - - - - I
END VIEW
IIAEcwAlm
REnR vm
Toy
302
LO -4
F1�pTFUr 10 ELNOW,
PIPE 6 PERFORATED s' CLMOW PIPE ►s I-ERrtMATEO
CONNECTION
PK -USS AGGIREGATE
PrIYMY ONIEOTON TREHOH WRM
OF WATER FLOW DRA14ACE FABRIC
NEW Pt1MORATE)
WTLET PIPE (TYPICAL) AT L
C45, ONNECTION PIPE FOR OUTLET
BEOMT WITH
4S- ELOW
COM43' WYE
r
"" MAX
EW -1a
(TYPICAL)
OUTLET ITE
DRAMIAOE LA •--- - W ROTC N
SUBBASE LAYER . %%%
ET pot
S�1�E 1 - -
157 AOWnATF.• to GATE OR CaUSH(ED - PIPE
GLASS MEETING *8 ORADA IEOUREMENT.
C AND GUTTER SECTION
(FOR USE WITH ABILIZED OPEN -GRADED DRANAGE LAYER)
N DTESi
LONGITUDINAL. PERFORATED_ PPE I 22-4
CRUSHMD STREHMTH
TYPE Of PTE
SMOOTH MALI Pvc .IDS
TED PE MSHTO W-202
NON -PERFORATED OUTLET PPE FOR USE
UNDER COMMERCIAL ENTRANCES AND FOR OUTLETS
TYPE OF PIPE CRUSHING STRENGTH
9MOOTN WALL PVC /OS
SMOOTH ALL ME 70 P;;I HHIifE
)E MALL TINCKI[SS (moo - MC1iS
X34)(TESTED ACCORDING TO ASTM D-2412 AT Sx DEFLECTION,
DO" ORJIDSHOULDER DEE
-66
-EP
MMI LIE PAVEMENT ATED Y CONECCTION
STS. UO -4 REQ'D. " "' 519. UD -4 REo D.
SHRULDER
41
PAVEMENT I
ES , 1r
L 4" MINIMUM. PROY'DED AT
ND SCALE
MMD MOMN 4- OF ANNIMATE ON TOP OF PIPE,
Ole
EDGEDRANS N 4,' M
ARM
p�NID
SOL
2. WHEN THE LONSTUNNAL
WE CONNECTS DEIECTLY INTO A MANAGE STRUCTURE
0/2
D12M
D/2
o x BQ?DONIG
MAXNAL
(DROP INLET, MANHOLE,
T.), NON -PERFORATED OUTLET P'!ES ARE NOT REQLRR[D.
M s;. ROCK
�L
FOUNDATION SOFT, YI
OTHERWISE UNSUtAB
I
OIL
3. MWERABOVE
OUTLET A MINIMUM 1' 0"
TM ECEtYNG
III. uto o I `
I� I I
181.1/10
I J
I BAMILL MATERIAL. N ACCORDANCE
1NNMT EELLEVAA
OF REDRAA R STRUCTURE.
DDI'TPE CH OA
X FPS- D •-->H X
®RE)91N.I�gR1�LL MATOW N A DOONDiM TGE
302 OF THE ROAD IIID BRIDGE
NO STORM SEWERS GENERAL NOTES SHEET 1D7.00.
MIL
4. ALL ODNIEC'IONM
wYE1, ETC.) WITHIN PAY LuTs root OLTLJET PIPE
L'IN19E#10 THE OUTLET PIPE_
NORMAL EARTH FOUNDATION
- - - -
CO�MAN�
-
MATERIAL
ARE TO BE OF THE
STRENGTH AS
1 L_ _►PMI_L5 x D �T� MN. 1�9 K D
,D:
9"AUNPAVED SPA)
c
B. OUTLET PRIES PRE TO
MSTALLED ON 22 IML !3X DPEMAKD GRADE NO
PIEWORATEB
��TOP OF FILL
/ ,
/
FILL
LOCATED EVERY 350'
OR AS NOTED ON PL4143.
UROERDRAIN
PIPE
FLAT SLAB TOP UNIT / -3' MIH. ,
To I
Nt a BARS
- I I - 01 11 1. 11 .- I I
1. � _ T FPVE TO KC SE
WTPV
W I1Wrt
Y CONNECTED TO EW -U Oft OTHER DRAINAGE
- J/JN/6vrM/ N
ATRIENCHA ETN
1^�[TRDftAAM
5„
7. N LIMITS OFA
EERRA ICE. NON -PERFORATED POPE SHALL NNE
CONCRETE TAPER UNIT
11111111111111111111111111111
.
NOTES:
UTILIZED IN LEU OF PERIORATED
PIPE.
1. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION OV
ROADWAY
OH
ADJECENT CONCRETE.
B. THE LENGTH OF PIPE E
N THE WYE ODNAECTM NO THE EW -12 SHILL M
STS. CUMMtMILPE
(NOSE TYPE B)
L
> 7. T ARE REQUIRED. "K• ISBE
2. ALL SPACER UNITS. FLAT SLIP® TO 5. AND TAPER LATS WHEN BANGER UNI S Q
ARE TO BE IN ACCORDANCE WITH THE REOLMREMENTS MEASJRED FROM THE TDP OF THE UPPERM
LaNTED TO NO MORE TK
IN T -O" TO FERMI I CAMERA OW CTTON OF THE MART LW
11 GUTTER
UNDCIIIRMI 1ETWEEH TIE L.Mr'S OF
�WLL
ST -D. CRAB
3. CONCRETE SHALL BE 4D00 PSI. TAPER WIT OR FLAT SLAB TOP -
I ETTH[TR DMCTION.
4 FOR STEP DETAILS SEE STANDARD ST -1-
COMMERCIAL FWMANCE Cum WTURIIS
a GUTTER
5, DIMENSIONS SHOWN ARE VMNJM. ACTUAL DIMENSIONS
MAY VARY WITH MANUFACTURER.
BE NON -PERFORATED PIPE.
f. N sirrun01i W)EN FIA.
DEPTH OF omiU D NMI -ORA" MATERIAL CANNOT
SPEOFICATKW
S (AVEAKU FRECAS I MANHULL TOP UNI f
S
SHEET I of 2 7f_W_�-
REFE�RENIM TNQI
STANDARD PAVEMENT EDCEDRAIN
M
REV 1/07 YIIOMMA DWA UWff of TRA NEPORTATM SAO, ZS•
SO1
1D1.O6 701 11 701
P6-1
NO PROJECTION OF PPE ABOVE GROUND LINE
11
TOP OF fLL TOP' OF fN1 101 OF F11 L
17 -____
r OO OU)D LIE H - � r OROIAO LINE 14 ` r GROUND LME H -
94CFCATON
WF; of Na
30:
303
WAS'
aR.
Ole
EARTH
EARTH
p�NID
SOL
p.R'V
OVIDED BY
0/2
D12M
D/2
o x BQ?DONIG
MAXNAL
MATERIAL
NORMAL EARTH FOUNDATION
M s;. ROCK
�L
FOUNDATION SOFT, YI
OTHERWISE UNSUtAB
I
b
SURVEY:
III. uto o I `
I� I I
181.1/10
I J
I BAMILL MATERIAL. N ACCORDANCE
X FAM-- D'-•�Pui X MATERIAL
f GF;X M+� D� i x MAT
X FPS- D •-->H X
®RE)91N.I�gR1�LL MATOW N A DOONDiM TGE
302 OF THE ROAD IIID BRIDGE
NO STORM SEWERS GENERAL NOTES SHEET 1D7.00.
MIL
FOUNDATION SOFT YIE
, OR
NORMAL EARTH FOUNDATION
24-T
MAJIROCK FOUNDATION
OTHERWISE UNSUITABLE
MATERIAL
I PPE PROJECTION ABOVE GROUND LNE
C RCULAR PIPE BEDDING
1
1 L_ _►PMI_L5 x D �T� MN. 1�9 K D
,D:
MM LS x 0 MNi i!S x D
c
L MIN. O.e x_D6��.
VVKG DEPAIRTILNT OF TRMAPORTATON
TOP OF
��TOP OF FILL
/ ,
/
FILL
�� TOP OF�FILL�
- N ,
FLAT SLAB TOP UNIT / -3' MIH. ,
N
Nt a BARS
- I I - 01 11 1. 11 .- I I
ate.. ...... -
= .0 .... u�a .� i.�li�� �/
- J/JN/6vrM/ N
�. PRECAST
a-M-UNo I I)•1R"
N
711LAKFIM
VVL4_
M. 1/10 IX rl F I I
.. � � Dw0
MN. V10 DI -
Ole
'�1 ht -D f I
WW
PJkECAST
.• FACE OF
<'_ B-OCK -4_
•f T
MH -1 FRAME INTERLOCK SHALL BE F
OVIDED BY
Mk V10 D BE001110
R 3 BARS
I I
1-
X
�Tt
o x BQ?DONIG
MAXNAL
MATERIAL
NORMAL EARTH FOUNDATION
M s;. ROCK
FOUNDATION
FOUNDATION SOFT, YI
OTHERWISE UNSUtAB
FOR S_E NOTE 10.
SURVEY:
2'ri"
v
BEDOMO IMTERML N ADCORL4NM WITH
D AND
SECTION 302 O THE ROAID 1RI
NOTES=
I BAMILL MATERIAL. N ACCORDANCE
fOR PLASTIC PSE, THE LAM OF THE CLASS I BACI LL MATERIAL SN
EXTENDED TO 12- ABOVE THE TOP OF THE PrE.
®CLASS
WITH SECTION 302 OF THE ROAD Aro BRIDGE
SPECIFICATIONS.
FOR GENERAL NOTES ON PMR{ BEDDMIO SEE 1NSTALIATIOV OF PPE CUL
W4
®RE)91N.I�gR1�LL MATOW N A DOONDiM TGE
302 OF THE ROAD IIID BRIDGE
NO STORM SEWERS GENERAL NOTES SHEET 1D7.00.
59 CPICA
CRUSHED OLAGS COWS NO TO M IEEE FOR CRWN!
�OF CLASS I BAC
= E1 NT
AGOREGATE SIZE 25 ANO 26 MAY BE USED
LOCATION, S4ZE AND SHAPE
'°°"
IdC[
RBCI='I"
MVSTALLATION OF PIPE CULVERTS AND STORM SEWERS
OF HOLE MAY VARY DEPENDING
ON THE TYPE OF STRJCTURF. � D�
C RCULAR PIPE BEDDING
1
AND BACKFILL - MIETHOD 11N1
,D:
c
=3
VVKG DEPAIRTILNT OF TRMAPORTATON
7 -DI -3,4
I
r Y/.--
Ole
Z
WW
PJkECAST
.• FACE OF
<'_ B-OCK -4_
•f T
MH -1 FRAME INTERLOCK SHALL BE F
OVIDED BY
LEWIS "'
R 3 BARS
I I
1-
OvVAL T. ED METOHODS.
•00
r -D'
�'Jz" FFRE��sr
r __V THROAT
(LIN• FT CCNTERS TO OC 180'
2 45'
..
• 4 2%i' I
t' -D" I
FOR S_E NOTE 10.
SURVEY:
2'ri"
v
_
PRCCAST FACE II
41'
DRAWN BY:
-1 MIN,
_f12 MAX
B'4 OF BLOCK
-I'' N
2'
IXC)
NA
W.
UJ
U
LOCATION, S4ZE AND SHAPE
N
s
OF HOLE MAY VARY DEPENDING
ON THE TYPE OF STRJCTURF. � D�
r- 2'- 0
(--
(AS EO'D.)
c
6' _'- I
Mw.
11 / I
STEPS
(AS R£Q'DJ
/ I
2" MAX. 2'10- I �
VARIES H
/ ,
/
��®
S" 4' 0" 5" / I
1
FLAT SLAB TOP UNIT / -3' MIH. ,
A
1 .
I:'•
Nt a BARS
- I I - 01 11 1. 11 .- I I
I-
�' 71ri'
Lv
�. PRECAST
L1PJZ"
5„
1.
�_7yZ.,
FACE OF
BLOCK
CONCRETE TAPER UNIT
ECCENTRIC TAP:
UN'T
NOTES:
-:-R
NOTE;
1. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION OV
DOWLL •M(XL5 PNOVIAU 10 PWVLNI SL I I LLMILN
OH
ADJECENT CONCRETE.
WN AS
Al TFRNATF DFTAI FOR FACE RI OC:K
MANHOLES) DIMENSION, ETC. "GRADE RINIGS" OR ADJVSTMENT RIGS".
(NOSE TYPE B)
�' � /
�' 45•
2 A s
4 •e . .., ) ( �..I 2„
3Jz
\ FACE OF BLOCK
ALTERNATE ALTERNATE
NOSE CF T All R
D=TAIL A
(FOR USE WITH MOUNTABLE CURB)
REFEREENCE STANDARD PRECAST TOP UNIT'S3
105
233 V RCINA MPARTMFNT OF TRANSPORTATION
302
SHEET 2 OF 2
103.06 11
BE
EARTH
OR
1107.011
1 AAD GUTTER, ND. 20 AIGG RECATE SMALL BE USED
MLSO BE USED FROM TOP OF STABILQED OPEN -GRADED
I AND OlnIV. SHEET 2 OF 2
STANDARD PAVEMENT EDGE -DRAIN
VItO1M DEPWtVMW OF 111MIMORTAIN N 1106.37
Virginia Department of Transportation
Staunton District
Rev. May 1, 2004
VDOT General Notes
V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of
Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations,
and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or
Specifications and Regulations, the most stringent shall govern.
V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration
(OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations.
V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the
current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control flaggers must be certified in accordance
with Section 104.04(c) of the VDOT Road and Bridge Specifications.
V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction
boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate
and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans
does not indemnify the developer from this responsibility.
V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as
deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the
developer.
V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work
within VDOT right-of-way.
V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the engineer
and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation
of work.
V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of
time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection.
V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a
construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment
Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction.
The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and
Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a
continuous basis for proper installation and operation. Deficiencies shall be promptly rectified.
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction.
V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover
and when possible shall be installed under roadway drainage facilities at conflict points.
V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the
course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity
until an adequate design can be determined by the engineer and approved by VDOT.
T -MH -2 I
Ole
Z
WW
■
J
MH -1 FRAME INTERLOCK SHALL BE F
OVIDED BY
LEWIS "'
AND COVER 1'DIAMETER
VDOTEASiPP" F R
OvVAL T. ED METOHODS.
•00
T w S_
H �FpR 4 STEEL DO EL
014
(LIN• FT CCNTERS TO OC 180'
ART.
FOR S_E NOTE 10.
SURVEY:
C.I.:
MANHOLt%)
SEE NOTE 7 I
�=Z
DRAWN BY:
-1 MIN,
_f12 MAX
PL -PLC
-I'' N
NOTCH, DOWELS, KEYS CR OTHER VDOT APPROVED
MEANS OF PROVIDING POSITIVE INTERLOCK ARE TO SPACER UNIT
IXC)
NA
UE INCLLIDLO IN FLAT 5 -AH TOPS USED IN H SAS REOUIREb)
CONJUNCTION WITH CURB DROP INLETS.
UJ
U
LOCATION, S4ZE AND SHAPE
N
s
OF HOLE MAY VARY DEPENDING
ON THE TYPE OF STRJCTURF. � D�
r- 2'- 0
(--
(AS EO'D.)
c
6' _'- I
Mw.
11 / I
STEPS
(AS R£Q'DJ
/ I
2" MAX. 2'10- I �
VARIES H
/ ,
/
��®
S" 4' 0" 5" / I
1
FLAT SLAB TOP UNIT / -3' MIH. ,
/ -5" MIN_
D
I-
4'-O" 5'�
Lv
5"
5"f - 4'-0"
5„
W
(p �
U
CONCRETE TAPER UNIT
ECCENTRIC TAP:
UN'T
NOTES:
-:-R
1. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION OV
Uf
NEEP HOLES, STEP REOUREMENTS. "H" (LIN. FT. FOR 6. SPACER WITS SHOWN HEREON ARE ALSO KiD
WN AS
MANHOLES) DIMENSION, ETC. "GRADE RINIGS" OR ADJVSTMENT RIGS".
> 7. T ARE REQUIRED. "K• ISBE
2. ALL SPACER UNITS. FLAT SLIP® TO 5. AND TAPER LATS WHEN BANGER UNI S Q
ARE TO BE IN ACCORDANCE WITH THE REOLMREMENTS MEASJRED FROM THE TDP OF THE UPPERM
SPACER.
OF AASHTO M199.
a. SPACER UNIT IS TO BE DOWELED OR IAORT
TO
3. CONCRETE SHALL BE 4D00 PSI. TAPER WIT OR FLAT SLAB TOP -
4 FOR STEP DETAILS SEE STANDARD ST -1-
5, DIMENSIONS SHOWN ARE VMNJM. ACTUAL DIMENSIONS
MAY VARY WITH MANUFACTURER.
SPEOFICATKW
S (AVEAKU FRECAS I MANHULL TOP UNI f
S
REMRF'a
105
VIRGmItA pEPARTMM:N7 OF TRANSPORTATION
302
03.03
V13. All fill areas, borrow material and undercut areas shall be Inspected and approved by a VDOT representative prior to
placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is
laboratories f i th samples shall be clear)
representative of the location. When soil samples are submitted to private or testing, ey
identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with
all applicable VDOT standards and procedures.
V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts
to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture
for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified
independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be
submitted to VDOT daily, unless specified otherwise.
V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT.
V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design
standards and is the responsibility of the developer.
V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the
developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control
Devices.
V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction.
Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT
Residency Office prior to acceptance of the work. Unit and total prices may be obscured.
V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be
determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and
VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT
daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the
opportunity to be present during the construction and testing of the density control strip.
V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications.
Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction
technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise.
A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control
strip.
V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36)inrhes an larger shall be explored
below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of
foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT
Road and Bridge Standard PB -1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design
and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT.
V22. Approval of these plans shall expire three (3) years from the date of the approval letter.
V23. VDOT Standard CG -12 Curb Ramps shall be installed where indicated on these plans and/or as specked by VDOT.
V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with
VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete.
Section 2A.16 Standardization of Location
Support:
Standardization of position cannot always be attained in practice. Examples of heights and lateral locations of signs for
typical installations are illustrated in Figure 2A-1, and examples of locations for some typical signs at intersections are
illustrated in Figure 2A-2.
Standard:
Signs requiring different decisions by the road user shall be spaced sufficiently far apart for the required decisions
to be made reasonably safely. One of the factors considered when determining the appropriate spacing shall be the
posted or 85th -percentile speed.
Guidance:
Signs should be located on the right side of the roadway where they are easily recognized and understood by road users.
Signs in other locations should be considered only as supplementary to signs in the normal locations, except as otherwise
indicated. Signs should be individually installed on separate posts or mountings except where:
A. One sign supplements another, or
B. Route or directional signs are grouped to clarify information to motorists, or
C. Regulatory signs that do not conflict with each other are grouped, such as tum prohibition signs posted with one-way
signs, street name signs posted with a stop or yield sign, or a parking regulation sign posted with a speed limit sign. Signs
should be located so that they:
A. Are outside the clear zone unless placed on a breakaway or yielding support (see Section 2A.19);
B. Optimize nighttime visibility;
C. Minimize the effects of mud splatter and debris;
D. Do not obscure each other; and
E. Are not hidden from view.
Support:
The clear zone is the total roadside border area, starting at the edge of the traveled way, available for use by errant vehicles.
The width of the clear zone is dependent upon traffic volumes, speeds, and roadside geometry. Additional information can be
found in the "AASHTO Roadside Design Guide" (see Page i for AASHTO's address).
Guidance:
With the increase in traffic volumes and the desire to provide road users regulatory, warning, and guidance information, an
order of priority for sign installation should be established.
Support:
An order of priority is especially critical where space is limited for sign installation and there is a demand for several different
types of signs. Overloading road users with too much information is not desirable.
Guidance:
Because regulatory and warning information is more critical to the road user than guidance information, regulatory and
warning signing whose location is critical should be displayed rather than guide signing in cases where conflicts occur.
Information of a less critical nature should be moved to less critical locations or omitted.
Option:
Under some circumstances, such as on curves to the right, signs may be placed on median islands or on the left side of the
road. A supplementary sign located on the left of the roadway may be used on a multi -lane road where traffic in the right lane
might obstruct the view to the right.
Guidance:
In urban areas where crosswalks exist, signs should not be placed within 1.2 m (4 ft) in advance of the crosswalk.
Section 2A.18 Mounting Height
Support:
The provisions of this Section apply unless specifically stated otherwise for a particular sign elsewhere in this Manual.
Standard:
Signs installed at the side of the road in rural districts shall be at least 1.5 m (5 ft), measured from the bottom of the
sign to the near edge of the pavement. Where parking or pedestrian movements occur, the clearance to the bottom
of the sign shall be at least 2.1 m (7 ft). Directional signs on freeways and expressways shall be installed with a
minimum height of 2.1 m (7 ft). If a secondary sign is mounted below another sign, the major sign shall be installed
at least 2.4 m (8 ft) and the secondary sign at least 1.5 m (5 ft) above the level of the pavement edge. All route signs,
warning signs, and regulatory signs on freeways and expressways shall be at least 2.1 m (7 ft) above the level of the
pavement edge.
Option:
The height to the bottom of a secondary sign mounted below another sign may be 0.3 m (1 ft) less than the height specified
above. Where signs are placed 9 m (30 ft) or more from the edge of the traveled way, the height to the bottom of such signs
may be 1.5 m (5 ft) above the level of the pavement edge. A route sign assembly consisting of a route sign and auxiliary
signs (see Section 2D.27) may be treated as a single sign for the purposes of this Section. The mounting height g may be
adjusted when supports are located near the edge of the right-of-way on a steep backslope.
Support:
Without this flexibility regarding steep backslopes, some agencies might decide to relocate the sign closer to the road, which
might be less desirable.
Standard:
Overhead mounted signs shall provide a vertical clearance of not less than 5.2 m (17 ft) to the sign, light fixture, or
sign bridge, over the entire width of the pavement and shoulders except where a lesser vertical clearance is used
for the design of other structures.
Option:
If the vertical clearance of other structures is less than 4.9 m (16 ft), the vertical clearance to overhead sign structures or
supports may be as low as 0.3 m (1 ft) higher than the vertical clearance of the other structures. In special cases it may be
necessary to reduce the clearance to overhead signs because of substandard dimensions in tunnels and other major
structures such as double -deck bridges.
Support:
Figure 2A-1 illustrates some examples of the mounting height requirements contained in this Section.
Section 2A.19 Lateral Offset
Standard:
For overhead sign supports, the minimum lateral offset from the edge of the shoulder (or if no shoulder exists, from
the edge of the pavement) to the near edge of overhead sign supporta (cantilever or sign bridges) shall a be 1.8 m6
ft). Overhead sign supports shall have a barrier or crash cushion to shield them if they are within the clear zone.
Ground -mounted sign supports shall be breakaway, yielding, or shielded with a longitudinal barrier or crash
cushion if within the clear zone.
Guidance:
For ground -mounted signs, the minimum lateral offset should be 3.7 m (12 ft) from the edge of the traveled way. If a shoulder
wider than 1.8 m (6 ft) exists, the minimum lateral offset for ground -mounted signs should be 1.8 m (6 ft) from the edge of the
shoulder.
Support:
The minimum lateral offset is intended to keep trucks and cars that use the shoulders from striking the signs or supports.
Guidance:
All supports should be located as far as practical from the edge of the shoulder. Advantage should be taken to place signs
behind existing roadside barriers, on over -crossing structures, or other locations that minimize the exposure of the traffic to
sign supports.
Option:
Where permitted, signs may be placed on existing supports used for other purposes, such as highway traffic signal supports,
highway lighting supports, and utility poles.
Standard:
If signs are placed on existing supports, they shall meet other placement criteria contained in this Manual.
Option:
Lesser lateral offsets may be used on connecting roadways or ramps at interchanges, but not less than 1.8 m (6 ft) from the
edge of the traveled way. In areas where lateral offsets are limited, a minimum lateral offset of 0.6 m (2 ft) may be used. A
minimum offset of 0.3 m (1 ft) from the face of the curb may be used in urban areas where sidewalk width is limited or where
existing poles are close to the curb.
Support:
Figures 2A-1 and 2A-2 illustrate some examples of the lateral offset requirements contained in this Section.
Section 2A.20 Orientation
Guidance:
Unless otherwise stated in this Manual, signs should be vertically mounted at right angles to the direction of, and facing, the
traffic that they are intended to serve. Where mirror reflection from the sign face is encountered to such a degree as to
reduce legibility, the sign should be turned slightly away from the road. Signs that are placed 9 m (30 ft) or more from the
pavement edge
should be turned toward the road. On curved alignments, the angle of placement should be determined by the direction of
approaching traffic rather than by the roadway edge at the point where the sign is located.
Option:
On grades, sign faces may be tilted forward or back from the vertical position to improve the viewing angle.
Section 2A.21 Posts and Mountings
Standard:
Sign posts, foundations, and mountings shall be so constructed as to hold signs in a proper and permanent
position, and to resist swaying in the wind or displacement by vandalism.
Support:
The latest edition of AASHTO's "Specifications for Structural Supports for Highway Signs, Luminaires, and Traffic Signals"
contains additional information regarding posts and mounting (see Page i for AASHTO's address).
Option:
Where engineering judgment indicates a need to draw attention to the sign during nighttime conditions, a strip of
retroreflective material may be used on regulatory and warning sign supports.
Standard:
If a strip of retroreflective material is used on the sign support, it shall be at least 50 mm (2 in) in width, it shall be
placed for the full length of the support from the sign to within 0.6 m (2 ft) above the edge of the roadway, and its
color shall match the background color of the sign, except that the color of the strip for the YIELD and DO NOT
ENTER signs shall be red.
Section 2A.22 Maintenance
Guidance:
All traffic signs should be kept properly positioned, clean, and legible, and should have adequate
retroreflectivity. Damaged or deteriorated signs should be replaced. To assure adequate maintenance, a schedule for
inspecting (both day and night), cleaning, and replacing signs should be established. Employees of highway, law
enforcement, and other public agencies whose duties
require that they travel on the roadways should be encouraged to report any damaged, deteriorated, or obscured signs at the
first opportunity. Steps should be taken to see that weeds, trees, shrubbery, and construction, maintenance, and utility
materials and equipment do not obscure the face of any sign. A regular schedule of replacement of lighting elements for
illuminated signs should be maintained.
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NA
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JOB NO.:
PL -PLC
0610022
SCALE:
DATE:
AS NOTED
5/17/07
SHEET:
13/15
I IT
I
MAT HLINE —' THIS SHEET
(\ \
LX 20'
DRAINAGE --4
l SEMAGE�
E
� ENT ,
I rl
1 #I 4\ !
'I I
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VN, 141T[, rllC pr'A(1P1 pc;TIr I Ir.JI- '.
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r --
I —�r I
PP. 4' 'WIUF WH1TF 1_INE .
111 I J � �.�
j EX. TRB
T I WP-2EKISTNG PAVEMENT EXISTING P VEAEN7
111
!
—'-EX. XFMR I I I PROPOSED PAVEMENT WIDENNC PRCPOSED PAVEMENT WIDENING
1 12 PRJrO ED ASPHALT MN. I I rROPOSED ASPWLT MIN N
CCNCRETE SURFACE COURSC CONCR TE SURFACE COURSE
MINIMUM 165 Ib/yd' MINIM) 155 Ib/yd'
SAW CUT 3 INCHES
AND REMOVE EXISTING SAW CUT A MINDMl1M
_ ASPHALT TO HENCH JOIN- 3" MATERIAL EO TROP jNCVE
MA H LI N 7HIS SHEET AGGR£GAT EXISTING PROPCSED
I PAVEMENT PAVEMENT LAYERS PAVEMENT PAVEMENT LAYERS
' � I
ASPHALT TACK COAT
II I' REQU REO l/
AS -HALT TACK COAT
I �
RE:ILARI D /
(�
■
PL—PLC
NA
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Z
TURN t_ANCARROWS
KIPS
ATE
Turr arrowsa area A accordance wit"
Thru Tones: tae ID' sit
s / 30'seacmq.
the folio• nq,rurfe re other r.ee drwcted by
the E^g�^err
'•ewjllo�s mo.e tbo�
JQO ice r..F.l ak7oc
!7'sk.nl' r 4 soocely
I
TJRN LANE LENGTH
llcn*tions W cr roe
do nal uze skips.
1 Arrow IOCOIed Ot btqn tstq et full width turn tone
301- or Io�ger 3 arrows 1 Arrow ocated at midpoint of fail wdth tu��n lone
I
I
1 Arrnw ocoted 50'hrxk f -nm cinphar or end
W
O
o1 Ione line.
tEXISTING PAVEMENT OVER 5' N DEPTH)
!DRAAINr. N(1T TO SCAT F)
(EXISTING PAVE
t
1 Arruw lutuled at begirwrirq of fuilwidth twr Ione
YY .
31ne Ire. 7 nrrnws 1 Arrow located 50'he ck frgm s:opbor or old
C)
P_
c
C of Ione lint
VY
N
Stop solid yefbwr
END OVERLAY
2' White skip lire
10' Wilke Skip fns line of the begnnrr9
ce_
a'
of the rodius
-��
O �:) c
Obd white line
4' Spu. inN
1. WhEN THE PAVEMENT OE
o eto of tion is
t IL DLP I H OH I HL EXtS7N(; PAVEMENT,
O
Ry tar F�Qneer,
ft
W
IF
Ill
to
BE REGUIRED BY TME ENGINEE
.
-- --
\
N
5D.
L_ a�tlom of arrow at be9inw-9
of fullwidth turn bnr
AS SHAWN IN THF. COWIRUCTfON
JOINT DETAILS.
w
T
NC edge fine required where curb and
LXIS1NG ENGINEER
3. A PEFPENDICULAR CONSTRICTION
gutters present uwless indicated by the
AT ALL LCCA11•JNS WHLtE NLW
L rK}^etr
DETAIL FOR LOCATION OF
n
CN
EDGE LINES ON CURB SECTIONS
Notes.
PAVEMENT A9UTS EX1571NC
OF ROADWAY (NO GLITT-R
Stop byR if
eq.Iired by the Engineer, stlol
be u fnnrn
ut 4' a uJ.urrte of the crosswoM.
#��
In the ebsefc
(It -r.orked crosswalk, the stop bor
If • e 4" Working
shall be o m n
men of 4' and o rwximum of 30
e
in advance al
the neirss' edge of the intersecting
t
ronetway Stn
r% zhnkhe 7' in wicth.
THF SUFk^.RAOE AND COMPACTED
Arrows stwah
in eccuFUurrce with the FederctMU1CD
Vo edi fift required where curb and
5Pochq betw
en double solid yellow Imes
gutters present urless inItcolled by the
�n9ineer.
shall be 4'
PER VDOT SPECIFICATIONS.
nn,,
s"
7 YPICAL PAVEMENT MARKING
_ OR
T
UVS1C2NAL ZED INTER
EGTIONS
3FE CONSTRUCTION
JOWT DETAIL
130'.88 VIRGINIA DEPARTMENT Of-RANSPOR
ATION
OF EXISTING PAYEk*14T
j EX. TRB
T I WP-2EKISTNG PAVEMENT EXISTING P VEAEN7
111
!
—'-EX. XFMR I I I PROPOSED PAVEMENT WIDENNC PRCPOSED PAVEMENT WIDENING
1 12 PRJrO ED ASPHALT MN. I I rROPOSED ASPWLT MIN N
CCNCRETE SURFACE COURSC CONCR TE SURFACE COURSE
MINIMUM 165 Ib/yd' MINIM) 155 Ib/yd'
SAW CUT 3 INCHES
AND REMOVE EXISTING SAW CUT A MINDMl1M
_ ASPHALT TO HENCH JOIN- 3" MATERIAL EO TROP jNCVE
MA H LI N 7HIS SHEET AGGR£GAT EXISTING PROPCSED
I PAVEMENT PAVEMENT LAYERS PAVEMENT PAVEMENT LAYERS
' � I
ASPHALT TACK COAT
II I' REQU REO l/
AS -HALT TACK COAT
I �
RE:ILARI D /
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EWS IINrG PNUPUSED
AGGRE3ATE AGGREGAT-- LAYCR
SUHGRADE
EXISTqG
ATE
PROPOSED
AGGREGATE LAYER
WW
Su5GRAUE
L
14/15
Q
I
PAVEMENT CONSTRUCTION
JOINT DETAIL
P,�1VEI�ENT C
INSTRUCTION JO NT DETAIL
I
I
I
W
O
I
tEXISTING PAVEMENT OVER 5' N DEPTH)
!DRAAINr. N(1T TO SCAT F)
(EXISTING PAVE
t
EN LESS TI IAN 6" IN DEPTH)
PAWING NOT TO SCALEI
C)
P_
c
Qi.�
VY
N
END OVERLAY
NOTES:
LL.I
C)
ce_
a'
I.L
U
O �:) c
CL
MIN. yDD'
1. WhEN THE PAVEMENT OE
N 13 GREATER IN DEPTH THAN
t IL DLP I H OH I HL EXtS7N(; PAVEMENT,
O
ft
W
o'"
E
J` o
Ill
SUBSURFACE DRANACf MA
BE REGUIRED BY TME ENGINEE
.
CC
U
N
I
TAPERED END MUST
9L APPKOVLD BY
2, OVERLAP TWE EXISTIAt P&4FMFNT
AS SHAWN IN THF. COWIRUCTfON
JOINT DETAILS.
w
_
LXIS1NG ENGINEER
3. A PEFPENDICULAR CONSTRICTION
JOINT SHALL BE PROVIDED
AT ALL LCCA11•JNS WHLtE NLW
n
CN
PAVEM=NT
PAVEMENT A9UTS EX1571NC
PAVEMENT.
♦. THE AREA OF PAVEIIENT
IDENING SHALL RE TRENCHFn Tf.
THF SUFk^.RAOE AND COMPACTED
PER VDOT SPECIFICATIONS.
1 �
j
�
3FE CONSTRUCTION
JOWT DETAIL
5 SUI*ACE OF WIDENING AREA
SHALL BE FLUSH WITH THE SURFACE
OF EXISTING PAYEk*14T
I
MIOR TO OVERLAY.
rAvEMENT
6. MILLING OF NEN Aft Exis
NG PAVEMENT MAY BE REOUIR
TO ACHIEVE ACCEPT RBLE. PAVEM: NT
I
WCENx40
CROSS -SLOPE AND PAIVEMiNT
ORAJNAGE.
7. OVERLAY THE ENTIRE SUR
ACE AREA OF THE NEW AND EX
STING PAVEME14T WITTI A Wnk*A* OF
165 LOS/SO YO OF ASPH
T CONCRETE TO A POMT A' L
AST 100--E---T BEFORE AND ASTER
I
SEE CONSTRUCTION
THE LUSTS nF WIDFNRN.
I JOINT DETAIL
/
8 ERADICATE EXISTING PAYE
A LNIFO2M APPEARANCE AS
NT MARKINGS AND RESTRPE -[HE
JMtECTED elY TINE ENGINEER.
WORK lONIL AN KLQUIILU TU ACHIEVE
I
I
I(
EXIST14C•
9. FINAL TRANSVERSE PAVEM
NT TIE-IN SHALL CONFORM TA INIF
RFOIIIRFMFNTS OF SECTION 315.05(c) OF
rAVEMENTTHE
SPECFICA-IONS EXCE
T T-iAT ALL JOINTS AT T1E-N LDCATIONS
SHALL BE TESTED USING A 1D FEET
ninl('ATI `> pII W I'��f MF r r API` Ac
TAPERED ENC MUST
STRAIGHTEDGE IN ACCORp
CE WITH THE �EOLIREMT NTS 0
SECTION 315.D7(o) OF THE SPECIFICATIONS.
A;
�
BE APPROVED BY
THE VARIATION HROM IHL
ILSIING LUGt OF THE 5TRAr3tiT
E BETWEEN AN TKO CONTACT POINTS
I
ENGNEER
WITH TI -E PAVEMENT SURFACE
SHALL NOT EXCEED '/1".
MIN Ina
N) PAVFMFMT WInFNNC PFRFCRMED
UNDER A VDOT LAND USE
oERM1T SHALL HAVE A PAVEMENT DESIGN
-_
PRC•VDED BY THE -'ERMNT
E AND APPROVED 3Y THE MAT
41ALS ENGINEER.
x c_, EECN OVERLAP
r" L,
NDCATF'-; S; OVERLAY AREA; I -'FR
I f IPLAN VIEW
��FJ(`� wr..- � )FTAIL I -
5
( I � ,• tURAwtNG NOT TO SCALE:
U Ig.
PAVEMEN I WI ENING
a
' � 303.02 VIRGINIA DEPARTMENT DF TRAM PORTATION
EX. STREET SIGN
EX. BUSINESS
PARK SIGN
1
--
S'Er_IFI(:ATM
REFERENCE
315
PAVING AND STRIPING NOTES:
1. THE SURFACE PAVING SHOULD NOT BE COMPLETED UNTIL THE UTILITY CUTS SHOWN ON
THE PLANS HAVE BEEN COMPLETED.
2. THE EXISTING STRIPING SHOULD REMAIN UNLESS OTHERWISE INSTRUCTED BY THE VDOT
INSPECTOR AT THE TIME OF CONSTRUCTION.
Section 3B.16 Stop Lines
Standard:
If used, stop lines shall consist of solid white lines extending across approach lanes to indicate the point
at which the stop is intended or required to be made.
If used, yield lines (see Figure 3B-14) shall consist of a row of solid white isosceles triangles pointing
toward approaching vehicles extending across approach lanes to indicate the point at which the yield is
intended or required: to be made -
Guidance:
Stop lines should be 300 to 600 mm (12 to 24 in) wide.
Stop lines should be used to indicate this point behind which vehicles are required to stop, in compliance with
a STOP (R1-1) sign, traffic control signal, or some other traffic control device, except YIELD signs.
The individual triangles comprising the yield line should have a base of 300 to 600 mm (12 to 24 in) wide
and a height equal to 1.5 times the base. The space between the triangles should be 75 to 300 mm (3 to 12 in).
TRANSITION LENGTH
-- zz'27��
PLANED SI.RFAC-
I RA.NSVLRSL i'AVEMEN I IL -IN
1/2" lim
EXISTING PAVEMENT
OR
BRIDE DECK
PLANNG TRANSITION PAVEMENT DETAIL
TRANSITION LENGTH
— 1!/2,. MN
OVE` ERL r�
EXISTING PAVEMENT
OR
BRIDGE DECK
OVERLAYING TRANSITION PAVEMENT CETAIL
TEMPORARY PAVEMENT WEDGE
TPT -'
NOTES
1. TRANSVERSE PAVEMENT TIE-IN SHALL BE USED TO
PROVIDE A SMOOTH TRANSITION BETWEEN NEW PAVEMENT
AND EITHER EXISTING PAVEMENT OR AN EXISTING BRIDGE
DECK AS SHOWN ON THE FLANS AND DIRECTED BY
THE ENCNE--R.
1. IFIL EXISIlhU YAVLWENT SHALL BE PLANI:U A MINIMUM
DEPTH OFTFULL DEPTH OF PLANNING SHALL
EQUAL THE DEPTH OF THE ASPHALT OVERLAY.
3. TRANSVERSE PAVEMENT T)E-IAS SHALL BE CONSTRI.ICTED
A K41NIMUM OF 10 FEE" IN LENGTH FOR EVERY INCH OF
DEPTH OF PAVEMENT PLk4W P_RrORMED.
4. TRANSVERSE PAVEMENT TIE -11, SHA -L CONFORM TO
THE REQUIREMENTS OF SECTION 313.03(c) DF THE
SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN
L:)i:AnOIN� SIiALL BE TEyTEU usfrvs A U FIJUT STkAIGiT
EXE N ACCO2DANCE wITH THE REQUIREMENTS OF
SECTION 315.07(a) OF THE SPECIFICA110NS_ THE VARIATION
FROM TH- TFSTnr FO(,F OF THF STRAI;HT FDAF
BETWEEN ANY TWO CONTACT POINTS WTH THE
PAVEMENT SURFACE SHALL NOT EXCEED r/,
PLANED sunt -ACE
NOTFS
TEMP. PAVEMENT WEDGE I. TEMPOZARY PAVEMENT WEDGE SHA -L BE CONSTRUCTED OF
SURFACE MI:K ASPHALT A MMMUM OF 3 FEET IN LENGTH
HUK EYtKY IINUH th Utl'IH OH PAVLWLNI MILLING.
EXISTING
BRIDGE CECK
EXISTING PAVEMENT
I
WEDGE DETAIL
1P_CF)CA'ION
R.rElENr:E
TRANSVERSE PAVEMENT TIE-IN
2'U
VIRGINIA DEPARTMENT OF TRANSPORTATION
5"5
ti11T',; ')i FP11.Pa h'tFv" W( -
EX. 'STOP" SIGN --------
T
IL
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S"tatien �iTTC-4.Qrfim an )�nelicr
I uire
' I' Cfaidance Gi
1. A ROAD WORK AIMAD signor SHOULDER WORK AHEAD sign shoidd be placed on the left side of the 1•
roadwar,for a divided or one -wan- sheer only it the left shoulder is of tied
L Sig» sfwcing ahow!d be !300'4300' fOr !halted access highways, and on all othe roadways 300'-800' L
where the posted -speed limit u greater than 4S mph, and 350-500' where the passed Wed limit is 45 mph
_ or greaerr-
�►� Standard: _Ql
3. Channdfring device spacing shall be at the fellowing: 3.
fasted Speed (mph)
LAICKtIOR 035 36+ St
' Transition Spacing 20' 40' 4.
Travehvey Spaclog 41r SO'
4. The buRer space length shall be as shown in Table 61-1-4 for the posted speed Nmi.
5. Cone Taper Length (L):
�i -- Speed Taper Length
;f 1 Limit lane Width in Feet 6.
MrIll 10 11 12
25 105 115 125
30 is$ 165 1S/
TYPICAL 11tAFFIC CONTROL
FTeving Openadurr On Two -Law Road
(Figure TTC-18.0)
pr spacing distance should be 500'-8llo' where the posted speed limit is greater than 45 mph, and 350'-
0' where rhe posted speed limit is 43 mph or less,
we should be exercised when establishing the limits of the work zone to insure wa xletion possible sight
rtmce in advance of the,/lagger station and transition, based on the posted speed limit and at least equal
or greater A= the values it Appgrrlix A, Page A-°.
Zing stations shall he located for caough n advance of the worn a me to permit approaching
Ile to reduce speed es:d/or stop before psassing the work zone and allow sufficient distance ter
:ming traflic in the left lana to return to the right lana betas rwehing opposing traffic (see Tabk
1.0 an page 6H-4).
flaggers shall be state certified and have their certification card in their possession when
firming flagging duties. (See Section 6E.01, Qualifications for Ffa;gm)
e spacing shall be st the fbllowleg:
1.ocadm Speed O'b)
t]05 36+
/
33
205
225
245
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270
295
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45
451
495
640 (Shoulder Taper =
13L Minimum)
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550
610
°+'r
7.
h shadow vehicle with at last one high intensity rotating, oacilinting, or amber atrnhe light shill be
Zi
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551
605
660
���E
Darked 5/'-100' in advance of the first work crew.
60 601 660 770 g
'! 65 650 715 71M
A shadow vehicle with either an arrow board operating in the cantles mode, i or at least one *b.
1 , intensity amber rotating, •scillatfsR, or strobe light shall be parked 50'-101' in advance of the first
wort[ crew.
IL Option: 9. she queue of traffic reaches the "BE PREPARED tai 5%'UP" sigh, then the sigm should be readjusted at
eater distances.
f i • I 7. For short-dtirnfing ggg3fions of60 ningles at less, ani iiiwm and charmelizingbe eliminated 10. Alien a highway -rail crossing exists within cw upstream of the transition area tmd it is anticipated that
a vehicle with activated hkh-1n*xdty amberrotatinjL oscilWnL or ws resulting from the line closure Wright extend through the highway -rail grads: crossing, the temrar ry
S. y' t hie-inibmmity Foisting,oscillating..or contr-d zone shoadd be extended so that die transition area precedes the highway -rail crossing (See
' at vbv Bails• gore . TC -39.0 for additional mformation on highway -rail crossings).
Shndsrd: Ste Hard:
9. Wbes a side rod Intersects the highway within the amperary tryRk control, additlesel traffic It. kt sight, flogger stations shall he illuminated, except in emergencies.
control devices shall be placed as not". t 0A WL
2220-2a 12. tris be eliminated wh a lot vehicle o or when the t width is 20 f t
MIN4
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11 __ I 811 fl x24
50�e
f i G ' I 11
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I ILLUNNATED FLASMNG
TYPE B OR G
AMBER (CAUTION AtppE1
p
FIT
II I CHANNE (ZING DAICE TYP.
LUG S- SEE NOTE 3
i
N I'
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IF•' VW -28
4$" x 48"
SEE NOTE 1
MAINTAIN 22' MIN. WIDTH OF ROADWAY \
I � �
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UH21-4
48" x 48"
V J 2
MIN.
' + SaikeNNry Operation on Shoulder
+4.0' (Figure TTC-A-n)
LJ
1 p ,
1
12'
MIN • �'�
1
i
/ / .�. / \ \ � �. �.....i�• �- ,.F �..r�Y..+1 ,r..,, .... �... .�. � +fir �. .;.. .�r�..:r. .,.. +... Jr .� �..�.
woo
CHANNELIZING DEVICE (TYP.)
--- — — + 40
r'
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6 A DN 32S
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Flagging Operafion On Tiro -Lame Road
(Figure TTC-18.0)
G20 -2a
46"x24"
SE E NUT{ 7
'W20 -7a
4B" X 48"
ff NOTE 4
-27
K 48"
W20-4
48" x 48"
IW21-4
48" x 48"
May ,w} ?age (5171
TYPICAL TRAFFIC CONTROL
Signing For Project Limits
(Figure
��TTTT��CCC-36.0)
Support.
1. -phis layout depicts signing requirements for designating the beginning and ending termini of construction
projects. The purpose of the signs is to inform motonsts when they are entering and exiting a potential
construction arca. This layout also applics to multi-lemc highways including limited acccss highways.
3lxndas-d:
2. The "ROAD UNDER CONSTRUCTION" sign shall be placed 2000' + from the project limit, or 4-00'
+prior to any other construction warning sign.
Option.
3. On plroiecu where there is a one time sct up of construction signs and the length of the actual work zone is
... the 10rolecL the -ROAD UNDER CONSTRUCTION- sign maybe eliminated cted
by the District Traffic Engineer.
Standard:
4. Va roadways havMg a median wider than F, Idit ant right 1p ai1mbUs Mail be required.
Guidance
5 All comectiom wtMn the project limits should be iderdifted loth project termini signs.
Option:
6. The signing shown (60" x 14") is for Primary and Limited Access highway systems. For Secondary road
systems. 43" x 24" may be used.
"ROAD UNDER
CONSTRUCTION"
48"x24" SPECIAL -`-
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CONSTRUCTION"
G20-2
60"x24"
+100'—
CONSTRUCTION"
G20-2
48"x24"
I i
CONSTRUCTION"
60"x24" SPECIAL
SEE NOTE 6
PROJECT LIMITS +2000'
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CONSTRUCTION"
PROJECT LIMITS —+100'
SIGNING FOR PROJECT LIMITS
MODIFIED FIGURE TTC-36.0 NOT TO SCALE
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Scale 1" = 30 ft
CONSTRUCTION"
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CONSTRUCTION"
PROJECT LIMITS —+100'
SIGNING FOR PROJECT LIMITS
MODIFIED FIGURE TTC-36.0 NOT TO SCALE
30 0 30
Scale 1" = 30 ft
CONSTRUCTION"
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