HomeMy WebLinkAboutSUB201800039 Plan - Revision Road Plan and Comps. 2020-11-19GENERAL NOTES
OWNER:
WOODBRIAR ASSOCIATES
PO BOX 5548
CHARLOTTESVILLE, VA 22905
ENGINEER:
COLLINS ENGINEERING
200 GARRETT STREET, SUITE K
CHARLOTTESVILLE, VA 22902
434.293.3719
SURVEYOR:
LINCOLN SURVEYING
632 BERKMAR CIRCLE
CHARLOTTESVILLE, VA 22901
434.974.1417
SURVEYOR:
BOUNDARY OF THE SITE WAS PROVIDED BY LINCOLN SURVEYING IN FEBRUARY,
2013. TOPOGRAPHY PROVIDED BY THE ENGINEERING GROUPIE FROM AERIAL FLOWN TOPO
IN JANUARY, 2007. TOPOGRAPHY SURVEY WAS LATER UPDATED IN DECEMBER OF 2015
AND THE WINTER OF 2020. SITE WAS FIELD VERIFIED IN APRIL OF 2020.
TAX MAP PARCEL:
TMP 032G0-00-00-001R4 (D.B. 5225/PG. 676)
TOTAL ACREAGE:
TOTAL TMP AREA=27.351 ACRES; THIS PLAN's AREA=16.166 ACRES
ZONING:
PRO (ZMA 1991-00013, ZMA 1995-00005, ZMA 2004-00014, AND ZMA 2005-00009)
USE:
13 SINGLE FAMILY DETACHED UNITS
SETBACKS:
FRONT 20 FEET MINIMUM
SIDE 6 FEET MINIMUM
REAR 5 FEET MINIMUM
BUILDING HEIGHT:
35 FEET MAXIMUM
STREETS:
CURB AND GUTTER, PUBLIC STREETS
UTILITIES:
SITE WILL BE SERVED BY PUBLIC WATER AND SEWER
FLOODPLAIN:
A 100-YEAR FLOODPLAIN EXISTS WITHIN THE PROPERTY PER FEMA MAP
#51003C0145D PANEL 145D (DATED FEBRUARY 4, 2005). THE 100-YEAR
FLOODPLAIN IS OUTSIDE THE LIMITS OF THE PROPOSED 13 LOTS.
STREAM BUFFERS:
A WPO BUFFER EXISTS WITHIN THE PROPERTY. NO STREAM BUFFERS EXIST WITHIN
THE LIMITS OF THE PROPOSED 13 LOTS.
DATUM:
NAD83
OPEN SPACE:
13.602 ACRES (84% OF TOTAL AREA)
LOTS:
2.252 ACRES (14% OF TOTAL AREA)
PUBLIC R/W:
0.312 ACRES (2% OF TOTAL AREA)
CRITICAL SLOPES:
EXISTING PRESERVED AND MANAGED STEEP SLOPES ARE SHOWN AND LABELED ON
THE PLAN SHEET.
WATERSHED:
NORTH FORK RIVANNA (ABOVE WATER INTAKE)
STREET TREES:
STREET TREES SHALL BE PROVIDED ALONG ALL PUBLIC ROADS IN ACCORDANCE
WITH COUNTY REQUIREMENTS.
TRASH COLLECTION: TRASH RECEPTACLES SHALL BE MAINTAINED ON EACH INDIVIDUAL LOT.
BRIARWOOD
PHASE 6
ASBUILT ROAD PLAN
SUB2018-00039
RIO MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
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OWNER
WOODBRIAR ASSOCIATES
PO BOX 5548
CHARLOTTESVILLE, VA 22905
SHEET LAYOUT
SCALE: 1" = 100'
X/,
ENGINEER
COLLINS ENGINEERING
200 GARRETT STREET, SUITE K
CHARLOTTESVILLE, VA 22902
434.293.3719
VICINITY MAP
SCALE: 1" = 2000'
Sheet List Table
Sheet Number
Sheet Title
i
COVER
2
ASBUILT ROAD PLAN
3
ASBUILT ROAD & DRAINAGE PROFILES
4
ROAD NOTES & DETAILS
4
TOTAL SHEETS
NOTE:
1. DRAINAGE EASEMENTS AND THE RIGHT OF WAY WERE RECORDED
IN D.B. , PG. FOR THE SECTION OF BRIARWOOD PHASE
6. ACCESS AND UTILITIES EASEMENTS WERE RECORDED IN D.B.
5075, PG.664 AND D.B. PG.
2. ASBUILT INFORMATION WAS COLLECTED BY LINCOLN SURVEYING
IN NOVEMBER 2020. PLANS INCLUDE ASBUILT INFORMATION FOR
CURB AND GUTTER & ASPHALT. SIDEWALKS, STREET TREES, AND
SIGNS HAVE NOT YET BEEN INSTALLED.
3. ASBUILT PLANS WERE PREPARED BY COLLINS ENGINEERING FOR
THE FINAL ASBUILT SURVEY INFORMATION.
LEGEND
ROADS
EXISTING CULVERT
CUL VERT
0
DROP INLET & STRUCTURE NO.
CURB
CURB & GUTTER
PROPOSED PAVEMENT
EC-3A DITCH
6"
DEPTH OF EC-3A DITCH
EC-2 DITCH
6"
DEPTH OF EC-2 DITCH
EARTH DITCH
DRIVEWAY CULVERT
+ BENCH MARK
CLEARING LIMITS
T VDOT STANDARD STOP SIGN
z°0 EXISTING CONTOUR
200 PROPOSED CONTOUR
240.55 PROPOSED SPOT ELEVATION
TBC DENOTES TOP/BACK OF
CURB TAB DENOTES TOP OF
BOX
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INV IN: rFT3.59'
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PROPOSED(
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475
=RLINE
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LINE, TYP.
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470
451
470
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32. g LF 1.0410
465
465
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455
455
450
450
00
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STR 454 - 450
STR:448 VDOT STD. MANHOLE
STR:446 VDOT STD. MANHOLE 477.90 TP=g88.6 89
TP-Wq 8c 471.31 INV IN: 47R..eq TO 450
INV IN: 47a 5}T0 448-INV OUTgTO 446
485 INV OUT: �}a �r3TO 444 2 16Y472 03
471.29
ASBUILT GRADE (TYP.
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8o STR:444 VDOT STD. MANHOLE
4 467.13 TP-476.se 474.28
INV IN: �67 5}TO 446
INV OUT: 458-59 TO 442
458.23
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475 152.31 LF 017470/0
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PVI STA:35+97-45
PVI ELEV:478.26
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LVC:9.94 490
VCS: 37+25.17
VCE: 484.13
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485
VDOT
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ASBUILT
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3 77%
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470
STR:442 VDOT STD. MANHOLE
452.05 TP=rake-se46o.17
INV IN: 45' 3, TO 444� /
465 INV OUT: 444 3a TO 440
46o
455
STR:440 VDOT STD. MANHOLE
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INV IN: 458.68 TO 442
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440
435
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J" THICK STEEL PLATE AT TH
BOTTOM OF HE STRUCTURE
CONTRACTOR S ALL INSTALL A
}" THICK STEE PLATE AT THE
BOTTOM OFT E STRUCTURE
CONTRACTOR SHALL
INSTALL A
" THICK STEEL
PLATE AT THE
er24'
BOTTOM OFT
E STRUCTURE
425
CL. III RCP
49-39 LF Qa u.QQ-oA
42.0 LF io.8140/
VDOT STD. EW-1 WITH
VDOT STD. CL.
III
RIPRAP OUTFALL (DEPTH=3')
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CROSSING
10-YEAR HYIORAULI
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OUT PROFILE
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INV IN: 43L�-.TO EX-i
INVOUT: TO450
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ASBUIJ WATER LATER*,LS /
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NOTES:
i. ALL FILL TO BE PLACED AT 95%COMPACTION.
2. CONTRACTOR SHALL PLACE FILL UNDER INLET(S) AT 95%COMPACTION & EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE
PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8" IN THICKNESS BEFORE COMPACTION IN ACCORDANCE WITH VDOT 2007 ROAD & BRIDGE
SPECIFICATION 303.04. AFTER 3' VERTICAL PLACEMENT OF FILL, CONTRACTOR SHALL EXCAVATE RECENTLY LAID FILL AND INSTALL COMPACTED VDOT
STD. 21A STONE IN AN 8'x8' O.C. COMPACTED 21A AREA CENTERED ON THE INLET(S). CONTRACTOR SHALL REPEATTHIS OPERATION UNTIL AN 8'x8' O.C.
COMPACTED 21A STONE BASE IS INSTALLED BETWEEN THE EXISTING GROUND AND THE PROPOSED INLET(S) BASE IN EFFORTS TO REDUCE THE RISK OF
SETTLING. CONTRACTOR SHALL PROVIDE VDOT WITH FILL COMPACTION RESULTS PRIOR TO ROAD ACCEPTANCE.
3. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L.
y. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED
5. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE
2oo8 ROAD AND BRIDGE STANDARDS.
6. ALL DRAINAGE STRUCTURES WITH A DEPTH OF y' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2oo8 ROAD
AND BRIDGE STANDARDS.
7. HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON THIS SHEET FOR HDPE PIPE BEDDING
INFORMATION.
8. CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 76, AGGREGATE BASE MATERIAL SIZE ziA OR 216, FLOWABLE FILL, OR
CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE
SPECIFICATIONS, SECTION 302.03G.
9. ALL DRAINAGE STRUCTURES WITH DROPS 4' OR GREATER SHALL HAVE A 1/4" STEEL PLATE INSTALLED IN THE BOTTOM OF THE MANHOLE.
5
4851
UNo.035791,L,
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SHEET NO.
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1 inch = 50 ft,
t
ROAD NOTES
GRADING
1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE (
VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND 1
CONSTRUCTION METHODS OF THIS PROJECT. c
2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE
s
ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE
SATISFACTION OF THE ENGINEER. 2
J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. t
OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE s
REMOVED. a
4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE a
CONSTRUCTION OF THE SUBGRADE
DRAINAGE 3
1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM
COVER OF ONE (1) FOOT. n
2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS,
OR WHERE FIELD CONDITIONS INDICATE.
J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A
MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA n
DEPARTMENT OF TRANSPORTATION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. t
4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFAC7ON OF THE ENGINEER. 5
DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATERCOURSE.
PAVEMENT
1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE
AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE 7
REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION.
2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE
BASE IS PLACED. t
3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED
GRADATION FOR TYPE 1, H, OR III PRIOR TO PLACING AGGREGATE BASE.
4. THE REQUIREMENTS TO PUGMILL AGGREGA7E BASE WILL BE WAIVED IN THE EVENT THAT THE
INTERMEDIATE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE 1
BASE. THE PUGMILL REQUIREMENT SHALL APPLY IF MORE THAN 60 DAYS ELAPSE PRIOR TO APPLICATION
OF INTERMEDIATE ASPHALT, OR SURFACE COURSE, IF DESIGN DOES NOT INCLUDE AN INTERMEDIATE c
ASPHALT LAYER. 1
5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE.
6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE 1
TREATMENT IS APPLIED. f
7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT
1
RC-250 ® 0.3 GAL./SQ. YD.).
8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF
TRANSPORTATION SPECIFICATIONS. c
9. ENCROACHMENT POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A
ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY
THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF
TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY.
General Construction Notes
i. Priorto any construction within any existing public right-of-way, including connection to any existing road, a
permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not
accurately reflect the requirements of the permit. Where any discrepancies occurthe requirements of the permit
shall govern.
2. All materials and construction methods shall conform to current specifications and standards of VDOT unless
otherwise noted.
3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan
and shall be installed prior to any clearing, grading or other construction.
4. All slopes and disturbed areas are to be fertilized, seeded and mulched.
S. The maximum allowable slope is 2:1(horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or
better are to be achieved.
6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or
designee, it is deemed necessary in orderto stabilize a drainage channel.
7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices.
8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III.
9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction
Industry (29 CFR Part 1926).
END -SECTION 12" - 60" PIPE
NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED
"" °" oD ET E1O-BELTIDON
31PIODT BO ON IWO ETD-IICnON
BY AN ENGINEER TO CERTIFY THE CONSTRUCTION OF THE ROADWAY FOR
General Construction Notes for Streets
This list is in addition to the General Construction Notes)
. Construction inspection of all proposed roads within the development will be made by the County. The
ontractor must notify the Department of Community Development (296-5832) 48 hours in advance of the
tart of construction.
. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR
ests performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a
ubgrade soil CBR of io or greater is not obtainable,
revised pavement design shall be made by the design engineer and submitted with the test results for
pproval.
. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements
prior to acceptance by the County. All drainage outfall easements are to be extended to a boundary line or a
atural watercourse.
4. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field
verified at the time of construction. Additional guardrail may be required at locations not shown when, in the
opinion of the County Engineer, or designee, it is deemed
ecessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement to
he face of guardrail, and roadway shoulder widths shall be increased to seven (7) feet.
. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG-9A.
6. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard
PE-1.
. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical
pavement section detail, shall be strictly adhered to.
8. Road Ian approval for subdivisions is subject to final subdivision plat validation. Should the final plat for
P PP J P
his project expire prior to signing and recordation, then approval of these plans shall be null and void.
g. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control
Devices and the Albemarle County Road Naming and Property Numbering Ordinance and Manual.
o. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the
opinion of the County Engineer, or designee, they are deemed necessary in orderto provide safe and
onvenient access.
1. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as determined by
VDOT for public roads.
2. VDOT standard CD-i or CD-2 cross -drains underto be installed under the subbase material at all cut and
ill transitions and grade sag points as shown on the road profiles.
3. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to
VDOT or County inspections. The video inspection shall be conducted in accordance with VDOT's video
amera inspection procedure and with a VDOT or County inspector present.
<PLM]
FINAL ACCEPTANCE BY ALBEMARLE COUNTY: I9 CONCRETE TD RE4000M MUM Mi. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED.
ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY
BEFORE BEING COVERED. c B
III. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE _D J
PLACEMENT OF ROADBED BASE MATERIALS.
iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED SECTION % % END VIEW
TESTS SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED
v. PLACEMENT OF BASE MATERIALS INCLUDING STONE DEPTHS CONSISTENT WITH THE
APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES,
FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING
COURSE AS SOON AS POSSIBLE.
vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS
END SECTION DIMENSIONS
PPE METER
A
B
C D E
lr•
2'.'
4,_W..
2,.W..
15"
8"
2-3"
I9
4'-0'
T•
2r'
B "
1'-lr
2'-r
S'-0"
3'-6"
24
2r
0
F-0"
2'-r
1-1"
4'-8"
3.
36.
p_J..
E,_y.
r-
W- -
S-IF
48"
1-0"
5'-0•
T-r'
S'-2"
r-0"
54..
r.}..
S•_5..
2,_W ..
W._2 ,
r_r
PART OF THE FINAL INSPECTION. _
Slip
vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE ENGINEER AND ALBEMARLE
COUNTY A MINIMUM OF 48 HOURS PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION
TO SCHEDULE AN INSPECTION.
viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE
SPECFCATIW
2 1 "SM-9.5A
SURFACE COURSE
3" BM-25
INTERMEDIATE COURSE
4" COMPACTED AGGREGATE -
BASE �o ao �o
BASE COURSE, VDOT #21A 0 o 00 o0
ORTIMAE DEPENDING
C LIMITS \ \ V\��\
AND UNDERDRAINS D11111114
SUBGRADED
ASPHALT PAVING - ROADS
4"
NO SCALE
ICE
OF 4 � 2" R
CURB
1
° "
2 DV OT #57,#68, OR #78
STANDARD CG-6 STONE BASE UNDER CURB
CURB & GUTTER &CHECKED BY VDOT
NO SCALE PRIOR TO PAVING AND/OR
BACKFILLING.
(5' MIN.)
4" CONC.
4.
4" 21-A STONE BASE
CONCRETE SIDEWALK
NO SCALE
CONCRETE
CG-6 I POINT OF CG-6
C/L
CURB & GUTTER
FINISHED GRADE CURB & GUTTER
SIDEWALK
/
Sao"o >a ftPfi"°Po
aw o"oaf
PLANTING
PLANTING
STRIP
STRIP
12' MIN. I 12'
4 VEL LANE) (TAVE
�25=1 28' MIN. F/C-FTC
LIC ROAD
INI
TYPICAL STR�'ET S�'CTION MIN. PGBl�AR. R WII2TII PUBLIC ROAD R/#'
(SUNSET DRIPE)
25 IVPH DESIGN SPEED
(NOT TO SCALE)
ALTERNATE END -SECTION 12" - son PIPE Es-1
NLle END ON RINLE END -SE I0N5
sPcm BUD ax INLET FNo-sEcrlDx
X_ ----- X
r --- CONCRETE TO E
,,,ILL F-_-_-_-_ 40M PSI MINIMUM
PLAN
C AE
F
Jt�OX.
-STEEL FPSRIC flE1W0EEMENT
< I
D
EXPANSION
JDIXi 9-M" FRAME
DETAILS OF INLET JONT CONYNSEDT. BANS
f'----------�I / eOF1 OOT.Mu Anna II, `BAaf OF SDEWKK j JDCOMM
NT,
ij
IINNNNNNNNx1NNNNNNNNNNNNNNNNNNI�N
1
■���NL
--------------------------- �_j1XXXXI
__
I
Lk/4
\\
PLAN I- ,,,� I SECTION A -A
NETED CONST. OAT
s0'
!"NARTT�ER
GUTTER
CONCRETE
SIDEWALK
I I '
. f �
.X i.
i"
Y i
---
TRIP GENERATION CALCULATIONS
TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION)
13 SINGLE FAMILY DETACHED UNIT (CODE 210)
ADT: 124 VPD (62 ENTER/ 62 EXIT)
AM PEAK: io VPH (2 ENTER/ 8 EXIT)
PM PEAK: 13 VPH (8 ENTER/5 EXIT)
Table 4: Pavement Design (VDOT Pavement Design Guide)
'"I----1 I I I LIIFWr
TRIP GENERATION
1"=150'
Pavement Design (Based on VDOT Requirements & Standards
RF=
1.0
Location
Design
CBR
SSV
Dr
Surface h a
Base b a
Sub -base h a
Dp
ADT
SUNSET DRIVE
124
5
5
7.16
SM-9.5
21/2
2.25
BM-25
3
2.15
21B
4
0.6
14.48
Note: Existing Sunset Drive pavement structure: (2 1/2" SM-9.5, 3"BM-25, 4" 21A)
SCOTT/R. Ct?LLINS'ZI
Lice No. 035791
11/16/20
J
Um
Z=
(n
J
O"
H-
Uz
1�1
W
ZM
CA
N
III
THE MAXIMUM LIFT THICKNESS FOR SM 9.5 IS 1.5". ADDITIONAL LIFTS, IF REQUIRED, SHALL BE PLACED NO SOONER THAN 12 MONTHS. M
TABLE OF QUANTITIES
TYPE
L
AREA OF
AOT
REINNFORCING STEEL
CNVPNW
BARS A
BPI$ B
BARS C
BMi3 D
BANS
E
B
IRS F
RUMS
C
WEIGHT
FL
FL
OM. YXL
NN
Lln. FL
NO,
MM. FL
N.
LlI Ft. f
No. Lin. F
NN
Un. Ft.
NN
LH. FLi
MO.
LH. FIL
LM.
DI-JA
T-W'
1.15
228
1
5'-J•
3 3`3"
6
22
41
L61
R39
5
1'-9•
2
r' -
3
5'-J•
} ]'-2"
{
•-6"
3
7-6•
1
W
2J5
am
5
30-6•
6
3
S'-r
3 S-r'
a
3'-@'
3
Y-a'
4
01-38
5
T43"
14
- -
,-r
3 S-2"
J'-
3
Y-8•
4
5
. _
_
} 3'T'
•
3
11'-6•
22
-
•-J•
3 J'-2"
'- .
3
T-a•
4
U'
T.33
5.22
5
1J'-6°
N
,-J" '- ,
3
'-0•
3 31
4
O'-6"
3
T-8"
4
-
20'
L17
6.09
5
a'-G•
34
W-T' W 6'-0'
3
1.,.
3 3•-2•
4
T7'-8"
3
T-6"
4
-
3.01
1
,_ .
,_ IS ._
._ .
} ♦ ,.
8'
3.BT
].N
0
2' -B"
B
W-r' IP e'-0.
5
5'-T•
3 111
8
T-W'
6
1-6•
2
0
4.58
J.WR
0
•-9"
tt
•-T' 1
•-T
3 ]'- ,
!
]'-W'
a
4
IN -SC
4'
0. 2
4.TA
0
S
5'-J'
3
8
Y-8°
2
-
!'
9.25
565
0
)'-p"
26
6'-J" U B'-0'
S
5'-T•
3 3'-2"
B
3
I �e_a!M tlIl
I �� W
END SECTION DIMENSIONS
PPE aAAETER
A
B
C
D
E
12"
4•'
2'-0"
4'-1"
6'-1"
Y-D„
15,1
W
2,_3..
31.1-
W,_Y.
2._W,
2r'
To
T-Ir
Rr
IF,..
3'-W"
24"
V.
3'-r'
T-5•
6'-,.
410'.
W,_ •
5._W..
4W.
T-0'
I'-0"
T-r
RI
T-U"
5a,•
4,_},
5,_@.
2._W..
W._4"
J..W..
50"
Y-6°
5'-0"
31
e'-S"
e'-O"
T BN 5 E N
I BIBS F L♦B °
BARS E
WJ" pAETQt
I WEEP HALE BARB B
FRONT ELEVATION B" r-B'• B^
- - - - (URETER RUDBWEDI 4 BANS F 3�.W.,
Bk/� EIIF PLATE SECTION B-B
TT1' I'1
R
L
2
3.
DEATH Di NET tp M BE SHOWN ON PLAYS.
THE 'H' COERCION SHOWN ON THE STANDARDS
MEA EDNm ON THE ANT WILL BE
AMToMEASURED FTIOY THE NNRT OF r1E o1fTFKL
RIPE T' TE TOP OF THE STHWTURE.
PLW "N" DI DIMENSIONS ARE APPRODMATE CRLY
FOR ESTMATXG REFUSES MD THE ILl11K
DLENSNIS SHALL BE DETERMINED BY THE
CONTRMTai FROM FEW CONDITIONS-
WHEN SPECIFIED CX THE PLANS THE NMERT IS
>.
5.
E 4 x e" sMooTU DDWLLs AT MPROXNATFLY
V. C-C TO E RICEU N ALL NEAR /AIICEM
TO ABUTTtlD CONCRETE TO PREVENT
SETTLEMENT.
3" DUNi WEM HOLE TO BE LOCATED TO
DRAM SUBBASE MATERIAL. BEEP 11�j NTN
1i•XI2" RASNC NI16)'XME CLOTX '/" MESH
OR CALVAN STEEL MALE MNMM WNE
DIAMETER 0.0J" NUMBER 4 WSH WADWNE
CLOTH ANDAM FREEY TO THE OUTINCE
R THE STRUCTURE.
M �
le.
THE /!EA YAr JO EARTHEN N WHICH ONLY T
THE EYPMAKN JdNTG WLL'MPLY ONLY TO
CLRB AND CUTTER.
sxOYM NE FOR fFPnl
CIXDRErE GUAT 'THOU
IR OF W-r WR11WT PIPES. THE A OMIT
DISPL CED MY PIPES MUST E DEDUCTED TO
OBTAIN TRITE QUANTITIES. FOR INLETS OF
DIFFERENT EPNR ADD OR SUBTRACT 0.32
CLDIC YARDS OF CONCRETE FOR EACH FOOT
OF DEPTN.
v W'
TYPE A NO, OET SHALL BE USED WITH CG-] Y CC-T STADADS.- LLrr/A��XXyy1y/ I
•X/4'
�{t� O LMM�D
TYPE B NOSE OETRCSWi.I. E UED MRX CC-2 BTADAID9. TYPE • TYRE e W x 4-STUD MEAN CDNECTat MOOED
OALVANQm PATE Fat TYPE A ro E BENT ax M MOLE E 68'3a ro REEF R011 AT MCC.
TO AND MAT BE 7 C-C. ED WITH h" X 4" STIR SMEAR NOSE DETAILS
WELDED TO ENT PLATE AT YC-0.
WELDED
4.
TO E SHAPED N ACCORDANCE WITH STANDARD
19-I. TE COST OF NREHNG AND PLADNW AL
MATERIALS
TFRAL XDIBEMAL TO THE SHMNG S TO E
INCLUDED N IEEE _ PRUE fM THE STRUCTURE.
PI THE EVENT TE AVERT OF WE OUTFALL
PIPE 5 HONER THIN WE BOTTM OF THE
STRUCTURE TIE NYERT OF WE STRUCTURE
SHALL E fHIPED WITH CEMENT MORTAR TO
D.
D.
It
AL EEFORCNG STEEL YRKL HAVE A MN
COVER OF 2".
ALL, ErsaRCNo srm ro E art I>fAR OF
AL CPE_G5 BY 2".
CASTHN PLACE CONCRETE IS TO BE CLASS M
UDW PSI). PRECISE CONCRETE IS TO BE
IT.
1L
1L
20.
LENGTH R ANGLE IRON AN SIOWN ON SLEET t
OF 2 LS TO E LOOS" AT a.D IRS./iT..
4 DdOTf3 IFNTTN R ONE (1) B,VL
ALL REMAINING BMW TO BE*5.
WHEN NLET IB IMBED Al 4'-a' MEDIAN, BACK OF
NET 5 TO E SHAPED TO CONFORM TO
PAYDF3(T PREVENT STANDINO M POMAIG E WATER 4000 PM. PROPOSED CLASS.
PAY LINE pl-3A L pl-3B L 01-3C L WMPm FAVOEHWT IN THE STRUCTURE. THE COST OF MINIMUM
AND PLACING ILL MATERIALS NMENTAL ro LENITY" OF SLOT ILL IN EVERY CAE BE
1 -1THE SHARING M TO BE NMUDED N WE BD 7L SHOWN ON PLANS.
B------- - -- PRICE FAR THE WE PROURE.
NOTES
13. F INLET B CONSTRUCTED N MEDIAN CURB OR
WE LE0 EN SHOWN RI PJN9 SHOWN
L STEPS A TO R PEDVCED WHEN H S ST- NEH ED ME CTAIL). TIER S TO E
BLED OX END -SECTION DESIGN SHOWN tfz.OR CEATEL FOR DETAILS SEE STMDAO ST-t pxfTm SEE DETAIL).
ON THE LEFT. IF THE CONTRACTOR ELECTS FLOW _
ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE REFERENCE FLARED END SECTION
ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. �2 12" - 60" CONCRETE PIPE CULVERTS
VRGNA DEPARTMENT OF TRANSPORTATI N
DIA TONDO BLOCK DIAMETER
(MIN)
3' (MINI SOIL COVER BETWEEN
PIPE AND GEOGRID
Y
UTILITIES DESIGNED BY OTHERS
3- (MIN) SOIL COVER
1Y (MIN) OF FREE- BETWEEN GEOGRID
DRAINING AGGREGATE
LAYERS
_------'
A N C H O R° P,;,. Diamond® Straight Face Retaining Wall System
AM, ISwnxMxa (012 EQUIVALENT)
°�"" Typical Cross Section With Parallel Utilities s.J^Y WWI lysbm, H° PA1.,md NKW. - D1sm
GALVANIZED STEEL STEP
0!
1
KSEB,SCC
NOTES
N
O
- Bus H
'
t DEPTH OF )LET (HI TO E SHOWN XI PLANS.
MNMW OEPTX N) TO E B'-0", MAXIMUM
9. ILL REINFORCING STEEL SHALL HAVE A M.
COVER R 2••.
A-�
V J
XS ! 12" c-
IDEPTHUSE TOE 20' W FDIC 3C. LEA TURN
IF USE STANDARD a-M 38.3C.
10. ALL REINFORCING STEEL TO E dT CUM OF
N
2. THE "H• MINIMUM WOMAN ON ME STANDARUS
ALL OPEIWIGS BY 2".
N
_
AND SPECFIM ON WE PI WILL E
11. CAST-N RACE CONCRETE IS TO BE CLASS AT
P
i
MEASURED FROM THE INVERT OF THE OUTALL
PIPE TO THE TOP OF THE STRUCTURE.
ISOM Pm. PRECAST CONCRETE S TO E
4000 PA
q
^
MS a 12" c-a
PLAN 91" DIMENSIONS ARE MPROxMATE RELY
REFUSES AND THE ACTUAL
FOR ESTIMATINGOSHALL
B. LENGTH SLOT ICI WLL, N EVERY CASE, E
DIMENSIONS ROE W CONED BY lE
CONTRACTOR ROM FlEED WNDITBNS.
SHOWN a1 PLANS.
W. WHEN NLFi S USED N 4'MEDVN BACK R
0
3. WHEN SPECIFEERT D al THE PLANS DE AV15
INLET IS TO BE SHARED TO CONFORM NTH
B" 2'-e" 5"
TO E SHAPED N ACCpN M WITH STANDARD
PROPOSED GRUB.
..
{.- ..
13-1. THE COST OF FURUI W AND PACING A.I.
MATERIALS INCIDENTAL TO TE SHUNNING IS TO E
INCLUDED N THE _PRICE FOR THE 5fRUGTURE.
14. IF OPTOW. COM TRUCTION WNT 5 USED IT 5LJJ
TO E KEYED. ALL MUSS IN BARS V TO E
SECTION A -A
4. IN THE EVENT ME AVERT W WECUTFKL
A MWLLI OF 40 DIAMETERS (20"I.
PIPE IS HONER MAN lE BOrTpI OF WE
15. FOR PLAN VIEW OF INLET SEE STANDARD OI-JAL
STRUCTURE TE NNU W TE STRUCTURE
sxAl E txrPm MIEN CFA1ENr MatTM ro
as, X.
PREVENT STANDING OR OF WATER
IN WE WE COW PONRD OF FURNSIWIG
15. QUANTITIES SHOWN ME FOR MEAN INLETS
OF EACH TYPE. FOR METS OF GREATER DEPTH
\
AND PLACNG ALL MATERIALS NCCENTAL TO
IR OR LONGER MOT Ll INCREMENTS SHOWN
THE SHAPING 5 TO E INCLUDED N WE MPER
FOOT MOST BE AIDED. THE ANOINT OF
//)
Sw NBA. ID
PRICE FOR THE STRUCTURE
COCONCRETE,VD STEEL MAI BY PIPES
V
5. 5Tus ARE EWRED. FOR DETAILS SE
MUST E DEDUCTED TO OBTAIN MEWARTIEfi.
LLI
•
"-
STANDAO ST-1.
THIS MAY E PE T OR CAST- -
L S RF1.1 R CAS N RACE
V. FOR NUMBER OF BANS MG MOUND) AND
1 4.10.
LENOTNS SEE SLEET 0
tlKIM,FF"
J. f 4 K 8' SMOOTH DOWELS AT MPROOIATELY
FOR DES RIPTION AND LOCATION OF DAEMON
$NW. Sw
Note 5.
SUYNNa
12" C-C TO E PLACED N ALL ,YEAS ADJACENT
TO ABLITTNG CONCRETE TO PREVENT
B
L SEE SUET 104.09.
Weep XON.
9ETTLEIEM. N LIEU OF DOWELS A r X M'
O
• V
SN NRN 5.
NOT491 NAY BE PNOYim. 92 SrNOND
U. FOR ALL ETAS, a1N6pN5. MO
T-0I-J.4 FOR ALTERNATE DESIGN.
RENFCRCWIG STEEL MOVE THIS UE SEE
J
W„ ND
L 3• DIAMETER WEEP IDLE TO E WCATED TO
SUBBASE MATERIAL. WEEP WITX
STMDNiO DI-3A JB, W.DRAM
IY'XU" PLASTIC XIAOWIE aoTHNO�'-' MESH
OR O vV STEEL N E MNMM WWE
A
A
DUAEfER O.OJ" RUIN ER 4 MESH HARDWIRE
CLOTH ANICHORE'0 FROM-' TO TIE STROBE
W TE STRUCTURE.
BPilmcl
Joint I
I
U
_ I
T III
N H
a 12' c-c
TO USE THE ALTERNATE DESIGN SHOWN ON I �- FLy I R Iw I.-Y--Q-.-I W. THIS ITEM MAY E PRECAST at CAST-N-PLACE. N. STANDARD NETS MAY E CONSTRUCTED WITH 1- N5 BON H .ONO camr
THE RIOHT. UNIONS WILL. RE REDUCED BY CONCRETE MOCNS IN ACCORDANCE WITH THE t tl5 Bar H1 ... N aNWml. corner
THE DIFFERENCE IN CUMBRI N "a'. DETAILS SHOW! ON STAAIAID EAWpNG a-MB.
I DETAIL WHEN USED
Fat USE al GRADES ADJACENT TO CURB
FOR USE N SAS WITHOUT GUTTER
BOTH SOEB TO BE SYMMETRICAL SHEET I OF 2
xvo= STANDARD CURB DROP INLET STANDARD CURB DROP INLET
ROAD Am DIRl.E STANDARDS 1211 - 3011 PIPE: MAXIMUM DEPTH (H) - 8' 233 233 12" - 30" PIPET MAXIMUM DEPTH (H) - 8'
RINSBN DATE MEET 1 OF 1
BLN tD4m VIR DFPARTMEM OF TRANSPORTATION 3N 302 VRGItlIA DEPARTMENT OF TRAN9PDRTATIN
ST-1
f61 GRADE m. REINFORCING ROD ENCASED N
A tORESI0N EWSTANT RUBBER OR OTHER
MATERIAL MROVED BY THE ENGINEER.
(DNEN M MAY VARY WITH MMLFACTURFTS
ESICNI
CORROSION RESISTANT
YATERK
X4 BEINFORdNC ROD
CAL SECTION
STEM WILL BE ECUREO N ALL STRUCTURES WITH A DEPTH OF
•
4'-0" OR GREATER UNLESS OTHERWISE HATED ON THE PLANK.
N
-
R
ALL STEPS SHILL PROTRUDE 4' " FRRI INSIDE FARE R
STRUCTURE WALL.
MAXIMUM STEP SPACING TO BE S" C-C.
STEPS 91KL-WRHSTAD A MNIMN FORCE OF 3W POUNDS WHEN
.
EXTENDED FROM THE FACE OF WE SUPPORT,
STEPS ARE TO BE VERTICALLY ALNNET AD UNIFORMKY SPICED
FOR THE ENTIRE DEPTH OF MY STRUCTURE.
N PRECAST UNITS STEPS MAY BE CAST N PLACE MEAN.
NTO HOLES PROVMED BY ME FABRICATOR. M aIIVEN.
f MINIMUM OF 3" EMBEDMENT
STEPS OFFERING N DIMENSIONS, COMTGURATCN OR 11.1TWALS
FROM THOSE SHOWN NAY KST BE 15E0 PRO✓DEO THEY MEET
THE _MIN REOUIEMENTS SHOWN HEREON AND THE
CONTRACTOR HAS FURMSHm THE ENGINEER WITH DETAILS AND
CERTIFIED TEST REPORTS OF THE PROPOSED SUBSTITUTE AND HAS
RECENED WRTTm APPROVAL FROM WE ENGBEER FOR THE )III
OF SWH STEPS
A.I. STEPS INSTALLED SHALL E PROVIDED NTH SLIP-RESSTANT
SURFACES SUCH AS BUT NOT UMTED TO, CORMWATED KNE6P0.
OR DIMPLED SURFACES.
ALUMINUM STEPS SHALL E FMRIGATm IN ACCORDANCE WITH
B22L ALLOY BW5-T5.
t
TASTMHAT OF THE STEP ENCASED .I MASONRY SMALL E
THAT
N1p
AY CO
UKCBLY COATED NTH A BTIENOBS, SOLVENT TYPE MBESTDS
ALUMINUM KINIEN9B�A0. COATING CONFORMING TO YEDFIfAL
SPECIFICATION
MINUM STEP
STANDARD STEP
MRGINA DEPARTMENT OF TRANSPORTATON
ROM AND BROGE STANDARDS
EVMON DATE SHEET 1 OF
05.OR
P8-' NO PROJECTION OF PIPE ABOVE GROUND LINE
TOP OF FILL- ,
TOP OF na
TOP OF FILL
GflOLAC u'-IRE x'
IF GROUND LNE
I / /•• EMTH
n a ROCII at
" EARTH
t
c
' M'IEWNG
a
e 11
c _
qL
cAL
a
` BEDDING
a
=
uN 1110 O x O x EDDING
MIN
1%1 O % B x BREWING
rl
MIN .1.
MI
MATERIAL
' PER TCF N
. S". MO. 24"
FOUNDATION SOFT, YIELDING, OR
NORMAL EARTH FOUNDATION
ROCK FOUNDATION
OTHERWISE UNSUITABLE MATERIAL
PIPE PROJECTION ABOVE GROUND LINE
N."S . D MN. Lb . D
MN. L5 " D NN. CS . 0
MK IS " O MIN L5
or -TOP OF FlLL
TOP OF FLL
TOP OF FILL
R//UNCT
uNWro
' a _L]NE
-IMF
EMTH
- - - -�RWK ON
ON
' Y
MN.1A0 0 - UtrI
MN. VI D X 0 E EDDWG/��
PER i SOL
_
-
MATERAL
�� IH x D x BENDING
N. I/pO yBE,iWFRUI EMTH
MAX. 24' MATMIAL
FOUNDATION SOFT• YIELDING, OR
NORMAL EARTH FOUNDATION
ROCK FOUNDATION
A OTHERWISE UNSUITABLE MATERIAL
® BEDDING MATERIAL N `KO`Q 'LE WINS ® FMBANNENT NOTES SECTION am OF ENE ROM NO BRBGE
SPELFlCATIJNS.
P EGULM BOC,(FLL MATFIN4 N PCCONnNICE FOR GDERA, NOTE$ ON PFL SDDNG.
CLASS I BAC%FLL MATEPA IN ACMRDMCE SEE WSTALLAT'G OF PIPE CULVERTS
NTN Y<TgM .%N OF THE ROPO MN ORIOLE
WITH SFRIXI 302 OF THE RI MD GRIGfF AND STORM SEWERS CENMA_ NOTES
SPECIFICATIONS. SMCIfKATONS. 011 SXEEi OT00.
FOR KL OTHER PPE REGULM BACxFILL 4ATEHIK
Fpi PLASiN RIPE I N M:CORDANCE NTH SECTION 302 Ci THE ROAD GRVSED GLAss CONFORNNG T(1 rxE
W »PAN CLASS S WALKRU MATrnlV PLAL'EO DIRECTLY AND BRIDGE SPECIFICATIONS. ZY REWRIF ENT5 FOR C.NM IM1N
OVER RIPE AND 6' EOULM OIGKFILL MATERIAL, AGDMOATE SI2E 25 ,ND 26 NAY E
ON 12" OF CLASS I BARN FILL MATERIAL, VSEO IN PLACE OF CLASS I BMIffLL
H ACCORDANCE NTH SECTION 302 OF THE ROAD MD BRIDGE
SMOFlCATKN5.
VBRIODIESADMDS
11
INSTALL. 0 PIP CULV RTS AND S O"" S WERS
REF'o+uK'E°
ROAD MO
CIRC. PIPE BEDDING AND BACKFILL - METHOD "A"
BFETIOF.
REN51aNDATE
OJ/19
VIRGINIA DEPMTMEM OF TRANSPORTATION
]oz
30J
DJ.01
2016 ROAD 8 BRIDGE STANDARDS
STRUCTURE Sim AND
WALL THICKNESS VANES
SECTION THROUGH ELEVATION
Si 2 N 2
SCHEDULE OF RENFORCNO STEEL
RUMS H
6Ni5 H1 EMS V
N0.
EO'0.
LENGrH
NO. LENcrx NG. LENGDI
RE *0 EOD.
4.1RO
Y-8"
4.01.11 3'-B" Y H-T-4-
LU Y
LU
STANDARD CURB DROP INLET � Lfl
�
1211 - 3011 PIPE: DEPTH (H) B' TO 20' 233 ^
D4.t0 tM.n VIRGNIA DEPARTMENT OF TRMSMRTATION 302 r
A EW-11A LLI
SECTION A -A
SECTION B-B
MOTES'
t THE STANDARD SAFETY 3LM CSI 6 TO E USED ONLY WHEN SPECIFIED IN THE RAS
ON THE DRAN/CE SULIARY SHEET AND/OR WE DRAIME D FPTBN. FOR MANHOLES,
JUNCTION BOXES, MD DROP NETS WITX HEIGHTS CREATER MAN 12 FEET, THESPICING OF
ADJACENT SAFETY SLABS SHILL E 6' TOT' WITH NO SAFETY AM LOCATED WITHIN 5 FEET
OF WE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLURS Si EDT BE LOCATED BELOW
ANY NET WEOF W. DIAMETEROR GREATER.
]. WE COST OF THE A-1 M INCLUDED IN WE COST OF THE STRUCTURE.
SEE CAST N PLANE ORAWIBS
FOR FURTHER ETAS
3. ACCESS OPENINGS ME TO BE STAGGERED FROM ONE SORE OF STRICTURE TO TE
OTHER WHERE APPLICABLE, STEPS ME TO BE STAGGERED ACCORDINGLY.
tl5 BARS a E' C-C TYP.
4. SAFETY SIM MY BE CMT-N-PLACE OR PRECAST. CAST-I"LACE CONCRETE TO BE
MASS AS 130W PRO. PECAST CONCRETE IS TO BE M UWO Pm. REINFORCING
: +Ryy;•. ••
STEEL TO BE IN ACCORDANCE WITH MSHTO M31.
.: N�✓;. ,L .
5. ACCESS CPEMNG9 MAY BE SOL DIAMETER OR 30• SQUARE. WHEN STROTUE WIDTH S
LESS THAN SKY THE ACCESS OPEMIG SHALL BE BECTANGULM ISRIM;TUE WIDTH BY
30. LONG).
TYPICAL PRECAST UNIT
7.M W=rANDARDW
TYPICAL CONCRETE SAFETY
SLAB FOR DROP INLETS,
� E EAN�
MANHOLES AND JUNCTION BOXES
SHEET , OF , R:/ISBH DATE
302
eW 4
MRONA DEPARTMENT OF TRANSPORTATION
APPROXIMATE QUANTITIES FOR
MINIMUM W DEPTH INLET
TYPE
CNd510N L PEWFORCNG
SEE NOTE STEEL
CONCRETE
DI-
LM. FL Lee.
CU. MOO.
3M
z'-W'• 4ez
3.1a
3®
u- ' a
a tN
3.47
Scc
s'-O^ sot
Lea
NCR AD TO BE /'COED
FOR EACH ADDITIONAL FOOT OF
DEPTH (M) AND/OR SLOT LENGTH (U
L
STEM CONCRETE
STEEL
wbiftE
a. rm.
Les. cw r6e.
Les.
0.31E
5l
0.317
54 0.2z
0.317
54 0.22
LU
D Z
LJ_
SHAPE MD E EYELID - - - _ _ -
H NTH MORTAR
tD
O NOT BEVEL AVERT -
aW
NOTES:
L.L
MAY A MINIMUM OF 4" WERE
1. 'H• LAY BE RmLCm INK •UL
B. BEVEL IS REQUIRED M ON THE AT THE NET END E THE
ER LINE_
WOULD PROIRUOE MOVE SHOULDER LIE. N NO CASE SHALL TOP R EMWALL
F ENOW
T (W E THEALL
CLLVERT )WERE THE ROW ENTERS THE CULVERT).
ENTERS
PROJECT /ROVE FlLL SLOPE, DITCH AORE.OR SHOULDER.
>. AT 11E OIIRET ENG OF THE CULVERT MAY E EITHER SQUARE
1•M
2. THIS REM MAY BE RECAST DR CAST IN PLACE.
EDGE OR
EDGE GR BEVEL EDGE.
V
S. ALL CAST N PLACE CONCRETE TO BE MASS Al FOR PSECMT SEE WEST
1M02.
S. ON SHALLOW FILLS WERE EN]WALLS ARE I.OR LESS BELOW SHOL ER
'GRR/DE OF TTPIETROb EIDMNL SHA.L E CONSIRUCTm PMMIFL TO THE
O
4. THIS STANDARD TO BE USED WITH STRAIGHT CROSSINGS AND Al SKEWS
0
O
(0-To 45").
5. HEMWA1 TO E BEVELED IN ALL AREAS EXCEPT WHERE A COHEUCT NTH WENT
9. 1'X' CHAWFER MAY BE PROMED CIN ALL EDGES AT MANUFACTURER'S OPTION.
N
OR WINKI OCCUR.
EW-1
EW-IA
U
ENDWALL FOR CIRCULAR PIPE
DIAMETER OF PPE CLLVERLI
12-
15"
W"
2r IN 24"
27" OR W'
33' N W
B
a•W
Y.1
1'-},
Y_W..
Y_W..
2._D.,
C
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1'-r'
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2'-r
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T.T.
F
W-6"
W,-0.
x
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3'-2"
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L
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111
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0241
LSE
0.681
t3,9
2067
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0.6N
D.739
LS95
2.1N
3.145
ENDWALL FOR ELLIPTICAL PIPE
5@ OF fLLPTKAL PE LUVFJT (SPAR % NIIl
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JON11"
34•x22•
30"x24•
42•N27"
AS•'x2W'
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II
A
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5'-6"
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7_11.
5
P.M.
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a-4i'4"
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e
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a-r
0'-8/i
0•-li•4"
0'.4•
0'_4%E•
CUBIC YARDS OF CONCRETE
CRcLAA: 0.502 0.555 1.236 1.'J00 1Atl SIM MU 2.BR
STANDARD ENDWALL FOR PIPE CULVERTS
12"-36" CIRCULAR AND 23"x14"-53"x34" ELLIPTICAL PIPES
p5
30R
VIRfNMA DEPARTMENT OF iRAVSPORTAiON
M.01
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JOB NO.
122071
SCALE
AS SHOWN
SHEET NO.
4