HomeMy WebLinkAboutARB201700116 Plan - Approved 2017-11-29 (2)G-�
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Fire Flow Calculations SHEET NO: of
Q(20) = 1082( (90-20)A0.54/(90-80)A0.54)
Q(20) = 3096 gpm (I() DATE: 05/08/17
20 psi Residual Pressure OK
GENERAL NOTES
ABBREVIATIONS
LEGEND
SITE DATA
GENERAL
EXIST
PROP
DESCRIPTION
EXIST
PROP
DESCRIPTION
OWNER:
GENERAL CONSTRUCTION NOTES:
within any existing public right-of-way, including connection to
ABAN
ABANDONED)
MAX
MAXIMUM
PROPERTY LINE
-
x 12s TC
TOP OF CURB ELEVATION
TOWN PROPERTIES, LLC
1778 LANE
1. Prior to any construction
any existing road, a permit shall be obtained from the Virginia Department of
HEARTHGLOW
Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of
ADJ
ADJUST
MIN
MINIMUM
ADJACENT PROPERTY LINE
_ E:::;
x 12' BC
BOTTOM OF CURB ELEVATION
CHARLOTTESVILLE, VA 22901
the permit. Where any discrepancies occur the requirements of the permit shall govern.
DEVELOPER:
2. All materials and construction methods shall conform to current specifications and
AHD
AHEAD
MON
MONUMENT CONCRETE
- - --
- - - - -
VACATED PROPERTY LINE
x 125 FL
FLOW LINE ELEVATION
standards of VDOT unless otherwise noted.
TOWN PROPERTIES, LLC
3. Erosion and siltation control measures shall be provided in accordance with the approved
be installed prior to any clearing, grading or other
APRX
APPROXIMATE
NIC
NOT IN CONTRACT
- - -
- - - -
EASEMENT
-: -%=
x 125 EOP
EDGE OF PAVEMENT ELEVATION
1778 HEARiHGLOW LANE
erosion control plan and shall
CHARLOTTESVILLE, VA 229fl1
construction.
4. All slopes and disturbed areas are to be fertilized, seeded and mulched.
BC
BACK OF CURB
NTS
NOT TO SCALE
BUILDING SETBACK
Y
x 125
SPOT ELEVATION
LEGAL REFERENCE & SOURCE OF TITLE, DB 4556/211 SUBDIVISION INFO: DB 2904/065
5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable,
BFE
BASEMENT FLOOR El
OG
ON CENTER
lesser slopes of 3:1 or better are to be achieved.
6. Paved, rip-rop or stabilization mat lined ditch may be required when in the opinion of the
-
- -- - -
BUILD TO LINE
x 126 TW
TOP OF WALL ELEVATION
SITE AREA: 3.81 Ac.
County Engineer, or designee, it is deemed necessary in order to stabilize a drainage
BIT
BITUMINOUS
OH
OVERHEAD
channel
ZONING LINE
x 12'BW
BOTTOM OF WALL ELEVATION
MAGISTERIAL DISTRICT: RIO
7. All traffic control signs shall conform with the 'Virginia Manual for Uniform Traffic
BK
BACK
PE
POLYETHYLENE
Control Devices.
8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class Ill.
PERF
PERFORATED
TEST PIT LOCATION/BORING LOCATION
SOURCE OF BOUNDARY SURVEY: DOMINION ENGINEERING &DESIGN DAZED: APRIL 2017
9. All excavation for underground pipe installation must comply with OSHA Standards for
BM
BENCHMARK
�.,, " .
LIMIT OF DISTURBANCE
the Construction Industry (29 CFR Part 1926).
BS
BOTTOM OF SLOPE
PROP
PROPOSED
BENCHMARK
SOURCE OF TOPOGRAPHY: DOMINION ENGINEERING &DESIGN DAZED: DULY 2014, FIELD VERIFIED BY ENGINEER MAY
26, 2017
10. All retaining walls are subject to separate permit approval.
- - - -
- --~ -
FLOODPLAIN LIMIT
CB
CATCH BASIN
PRVD
PROVIDED
IRON FOUND
THIS PROPERTY DOES NOT APPEAR TO BE LOCATED WITHIN A FLOOD PLAIN. IT APPEARS TO LIE IN ZONE X
GENERAL CONSTRUCTION NOTES FOR STREETS:
1. Prior to any construction within any existing public right-of-way, including connection to
-------- =>.r
-
BUFFER ZONE
AS SHOWN ON FEDERAL EMERGENCY MANAGEMENT AGENCY FIRM MAP51003C0140D DATED FEBRUARY 4, 2005
any existing road, a permit shall be obtained from the Virginia Department of
CG12
ACCESSIBLE CURB RAMP
PWW
PAVED WATER WAY
itMt.
Transportation (VDOT). This plan as drawn may not accurately reflect the requirements
-- - -
~~--- -- - --
RMA - RESOURCE MANAGEMENT AREA
- -
UD
UNDERDRAIN
of the permit. Where any discrepancies occur the requirements of the permit shall
CL
CENTER LINE
RCP
REINFORCED CONCRETE PIPE
RPA
BENCHMARK(S) : EXISTING SANITARY SEWER STRUCTURE IN NORTHWEST CORNER OF SITE (C-6) SSMH S-1 EL. =
590.04
govern.
2. Construction inspection of all proposed roads within the development will be made by the
--
---"rv--"---�-
RPA -RESOURCE PROTECTION AREA
DRAINAGE LiNE
*DATUM: NA
County. The contractor must notify the Department of Engineering (296-5861) 48 hours
CL
CHAIN LINK
REM
REMOVE
AUTHORITY
in advance of the start of construction.
methods shall conform to current specifications and
CMP
CORRUGATED METAL PIPE
REQD
REQUIRED
_.. _
_-- -.- .- --
EDGE OF GRAVEL
- - - "�� �
_.-- rr
ROOF DRAIN
WATER SOURCE: ALBEMARLE COUNTY SERVICE
3. All materials and construction
standards of VDOT. All excavation for underground pipe installation must comply with
SEWER LINE
SEWER SERVICE: ALBEMARLE COUNTY SERVICE AUTHORITY
OSHA Standards for the Construction Industry (29 GFR Part 1926).
CONC
CONCRETE
RET
RETAIN
---~ --
EDGE OF PAVEMENT
4. Erosion and siltation control measures shall be provided in accordance with the approved
TRENCH DRAIN:
PD-MG
erosion control plan and must be installed prior to any clearing, grading or other
CY
CUBIC YARDS
RT
RIGHT-
STANDARD 6" CURB
THIS PROPERTY IS SUBJECT TO PROFFERS, AND A CODE OF DEVELOPMENT PER ZMA 2013-0004
construction.
5. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor
C/C
CENTER TO CENTER
R/W
RIGHT OF WAY
t;G
WATER LINE
-
42 UNI / .81 Ac 11.0 UNITS PER ACRE
GROSS RESIDENTIAL DENSITY. 1S 3
shail have CBR tests performed on the subgrade soil. Three (3) copies of the test results
T: "µ. H_ ~
STANDARD 4" CURB
shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not
design shall be made by the design engineer and
C&G
CURB AND GUTTER
R&D
REMOVE AND DISPOSE
t (,-
- -
-~-$" ----
FiRE PROTECTION LINE
PROPOSED ADT: 294 VPD
obtainable, a revised pavement
submitted with the test results for approval.
6. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum
DIA
DIAMETER
R&R
REMOVE & RESET
`
=
COMBINATION 6" CURB & GUTTER
- --
WATER SERVICE LINE
42 SFA UNITS X 7 VPD UNIT
allowable slope Is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of
= - - =
-- -~------
"
COMBINA11ON 4 CURB & GUTTER
CURRENT USE: VACANT
4.1 or better are to be achieved.
EL
ELEVATION
SD
SIGHT DISTANCE
-
- - ~-
GAS LINE
7. Surface drainage and pipe discharge must be retained within the public right-of-way or
within easements prior to acceptance by VDOT. All drainage outfall easements are to be
El
ELEVATION
SQ
SQUARE/f�/!
' ' ' '
FIRE LANE STRIPING
-" '
OVERHEAD ELECTRIC WIRE
PROPOSED USE: TOWNHOMES (42 UNITS)
extended to a boundary line or a natural watercourse. The contractor shall field verify the
length of all storm drainage pipe.
8. Guardrail locations are approximate. Exact length, location and appropriate end treatments
ES
END SECTION
STA
STATION
�
BUILDING ENTRANCE
-
"`
UNDERGROUND ELECTRIC
MAXIMUM BUILDING HEIGHT: 35'
will be field determined at the time of construction. Additional guardrail may be required at
SW
SIDEWALK
BUILD -TO -LINE: 0'-20' FROM EDGE OF SIDEWALK PER CODE OF DEVELOPMENT TABLE B
locations not shown when, in the opinion of VD07, the Director of Engineering, or the
EW
END WALL
LOADING DOCK
-
OVERHEAD TELEPHONE LINE
Director=s designee, it is deemed necessary. When guardrail is required, it shall be Installed
�`a
four (4) feet offset from the edge of pavement to the face of guardrail, and roadway
EX
EXISTING
SWEL
SOLID WHITE EDGE LINE
-
UNDERGROUND TELEPHONE LINE
LAND SCHEDULE; POST -DEVELOPMENT (sf)
%
shoulder widths shall be Increased to seven (7) feet. Albemarle County Engineering & Public
•
BOLLARD
Works Policies July 1998; Revised 30 January 2003
EXIST EXISTING
SWLL
SOLID WHITE LANE LINE
_ .-__.~ -, _......._..
CABLE TV
LOTS 63,$7$ sf
38.5%
9. Where urban cross sections are installed, all residential driveway entrances shall conform
Q
DUMPSTER PAD
OPEN SPACE A 2,327 sf
1.4%
to VDOT CG-9(A,B or C).
FDN
FOUNDATION
TBA
TO BE ABANDONED
10. Where rural cross sections ore installed, all residential driveway entrances shall conform
PE-1.
SIGN
OPEN SPACE B
to VDOT standard
11. Paved, rip -rap or stabilization mat lined ditch may be required to stabilize a drainage
FFE
FINISHED FLOOR ELEVATION
TBR
TO BE REMOVED
t=J
DRAIN INLET
OPEN SPACE C 32,902 sf
19.8%
channel when, in the opinion of VDOT, the Director of Engineering, or the Director-s
GTD
GRADE TO DRAIN
TC
TOP OF CURB
DRAIN MANHOLE
OPEN SPACED (INTERIOR PRIVATE ROADS) 17,204 sf
10.5%
designee, it is deemed necessary.
- -
,____._ _~,__
-
STEEL GUARDRAIL
12. A minimum clear zone of ten (10) feet from the edge of pavement shall be maintained on
be depending on
FOUND
TS
TOP OF SLOPE
[
PLUG OR STUB
OPEN SPACE E (EXTERIOR PRIVATE ROADS) 42,091 sf
25.3%
all residential subdivision streets. Additional clear zone may required
IFIRON
_... _.i.__. ~_.___
WOOD GUARDRAIL
the category of road design.
R.O.W. DEDICATION (PARCEL F) 3,028 sf
1.8%
13. Compliance with the minimum pavement width, shoulder width and ditch sections, as
shown on the typical pavement section detail, shall be strictly adhered to. The cross slope
IS
IRON SET
TYP
TYPICAL
FLARED END SECTION
OPEN SPACE G 414 sf
0.29:
shall be maintained as shown on the plans. Exceptions will not be allowed.
limit etc.) are to be fumished and
LA
LANDSCAPE AREA
UG
UNDERGROUND
_ _
-- -"--
- -" -x
PATH
-
HEADWALL
OPEN SPACE H 752 sf
0.5%
14. All required signs (stop, street name, speed signs,
installed by the developer prior to acceptance Signs and their installation shall conform
"Albemarle County Road Naming and Property Numbering Ordinance and Manual"
LOD
LIMIT OF DISTURBANCE
VESCHVA. E&S CONTROL HANDBOOK
..._ , .. � ...._
` '�
TREE LINE
OPEN SPACE J 402 sf
0.2 0
to
and the Yrginia Manual for Uniform Traffic ControlDevices. The locations of all signs
YDS
YARDS
SEWER MANHOLE
TOTAL 165,964 sf (3.81 Ac.)
100%
are shown an the plans. The developer shall be responsible for maintenance of the signs
LF
LINEAR FEET
FENCE
until the roads have been accepted into the state secondary road system. The speed limits
to be posted on speed limit signs are to be determined by VDOT prior to acceptance. The
LT
LEFT
STONE WALL
°
SEWER CLEANOUT
speed limit is to be posted 5mph below the design speed.
15. Road plan approval is subject to final subdivision plat validation. Should the final plot
for this project expire prior to signing and recordation, then approval of these plans shall
be null and void.
16. Traffic control or other regulatory signs or barricades shall be installed by the developer
when, in the opinion of the Director of Engineering, or the Director's designee, they are
deemed necessary in order to provide safe and convenient access.
17. Use VDOT standard CD-1 or CD-2 underdrdins under the subbase material at all cut and
fill transitions and grade sag points.
18. A video camera inspection is required for all storm sewers and culverts that are deemed
inaccessible to VDOT inspections and are to be accepted into VDOT's maintenance
program and ownership. The video inspection shall be conducted in accordance with
VDOT's video camera inspection procedure and with a VDOT and/or County inspector
present. In addition, if high -density polyethylene (HDPE) pipe or pipe system is installed,
the contractor and a representative from the pipe manufacturer should hold a
preconstruction meeting for installation training.
GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS:
1. The plan approving authority must be notified nne week prior to the pre -construction
conference, one week prior to the commencement of land disturbing activity, and one week
prior to the final inspection.
2. All erosion and sediment control measures will be constructed and maintained according to
minimum standards and specifications of the Virginia Erosion and Sediment Control
Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment control
Regulations.
3. All erosion and sediment control measures are to be placed prior to or as the first step in
clearing.
4. A copy of the approved erosion and sediment control plan shall be maintained on the site at
all times.
5. Prior to commencing land disturbing activities in areas other than indicated on these plans
(including, but not limited to, off -site borrow or waste areas), the contractor shall submit a
supplementary erosion control plan to the owner for review and approval, by the plan
approving authority.
6. The contractor is responsible for installation of any additional erosion control measures
necessary to prevent erosion and sedimentation as determined by the plan approving
authority.
7. All disturbed areas are to drain to approved sediment control measures at all times during
land disturbing activities and during site development until final stabilization is achieved.
8. During dewatering operations, water will be pumped into an approved filtering device.
9. The contractor shall inspect all erosion control measures periodically and after each runoff producing
rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of
the erosion control devices shall be made immediately.
10. All fill material to be taken from an approved, designated borrow area.
11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert
materials only, free of roots, stumps, wood, rubbish, and other debris.
12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning
Ordinance section 5.1.28.
13. All inert materials shall be transported in compliance with section 13-301 of the Code of
Albemarle.
14. Borrow, fill or waste activity involving industrial --type power equipment shall be limited to
the hours of 7:00am to 9:OOpm.
15. Borrow, fill or waste activity shall be conducted in a safe monner that maintains lateral
support, or order to minimize any hazard to persons, physical damage to adjacent land and
improvements, and damage to any public street because of slides, sinking, or collapse.
16. The developer shall reserve the right to install, maintain, remove or convert to permanent
stormwater management facilities where applicable all erosion control measures required
by this plan regardless of the sale of any lot, unit, building or other portion of the property.
17. Temporary stabilization shall be temporary seedling and mulching. Seeding is to be at 7:i
Ibs/acre, and in the months of September to February to consist a 50/50 mix of Annual
Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May
through August to consist of German Millet. Straw mulch is to be applied at 801bs/100sf.
Alternatives ore subject to approval by the County erosion control inspector.
18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch.
Agricultural grade limestone shall be applied at 90lbs/1000sf, incorporated into the top 4-6
inches of soil. Fertilizer shall be applied at 10001bs/acre and consist of a 10-20-10 nutrient
mix. Permanent seeding shall be applied at 180lbs/acre and consist of 957. Kentucky 31 or
Tall Fescue and 0-5% Perennial Ryegross or Kentucky Bluegrass. Straw mulch is to be
applied at 80lbs/100sf. Altematives are subject to approval by the County erosion control
inspector.
19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage
or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned
when 50% of the wet storage volume is filled with sediment. All seeded areas are to be
reseeded when necessary to achieve a good stand of gross. Silt fence and diversion dykes
which are collecting sediment to half their height must be cleaned and repaired
immediately.
20. All temporary erosion and sediment control measures are to be removed within 30 days of
final site stabilization, when measures are no longer needed, subject to approval by the
County erosion control inspector.
21. This plan shall be void if the owner does not obtain a permit within 1 year of the date of
approval. (Water Protection Ordinance section 17-204G.)
22. Permanent vegetation shall be installed on all denuded areas within nine (9) months after
the date the land, disturbing activity commences. (Water Protection Ordinance section 17--207B)
UTILITY
IMPERVIOUS AREAS
ARV
AIR RELEASE VALVE
MH
MANHOLE
RETAINING WALL
WATER VALVE & BOX
ROADS/PARKING AREAS: 63,737 sf
___ ..__._ .._._
_ _... ........__
STREAM / POND / WATER COURSE
r
�}
FIRE HYDRANT ASSEMBLY
CONCRETE WALKS: 16,105 sf
BOA
BLOW OFF ASSEMBLY
PVC
POLYVINYL CHLORIDE
PROPOSED BUILDINGS: 33,600 sf
CO
CLEANOUT
RIM
RIM ELEVATION
_.... _
___....__...._..... .".
DETENTION BASIN
®
WATER METER
TOTAL IMPERVIOUS AREA: 113.442 sf
C7V
CABLE TELEVISION
SAN
SANITARY
_... _. _.
___.___. -------
SILT FENCE
O
WATER WELL
PARKING TABULATION FOR TOWNHOUSES:
DI
DROP INLET
SCC
STORMWATER CONVEYANCE CHANNEL
REQUIRED PARKING: 2 SPACES PER UNIT PLUS 1 SPACE PER 4 UNITS FOR GUEST PARKING
42 TOWNHOUSES X 2 SPACES + 42 TOWNHOUSES X (1 SPACE/4 UNITS) = 95 PARKING SPACES REQUIRED
._......-
_. _ 12 _-.---
CONTOUR
GAS VALVE
TOTAL PROVIDED PARKING FOR TOWNHOUSES:
DiP
DUCTILE IRON PiPE
SD
STORM
42 UNITS X 2 GARAGE SPACE = 84
INDEX CONTOUR
o
GAS METER
42 UNITS X 1 PARKING SPACE = 42
ELEC
ELECTRIC
SiR
DRAINAGE STRUCTURE
PARKING SPACES PROVIDED = 126*
PARKING SPACES PROVIDED FOR THE PURPOSES OF PARKING PROVIDED CALCULATIONS = 105*
FH
FIRE HYDRANT
TSV
TAPPING SLEEVE &VALVE
1
PARKING COUNT
*21 PARKING SPACES OF THE 2 BAY GARAGE SPACES ARE NOT BEING COUNTED TOWARDS MAXIMUM PARKING AS
ELECTRIC MANHOLE
ALLOWED ON BLOCK C4 PER 1/30/14 DISCUSSION WiTH ALBEMARLE COUNTY PLANNING.
FM
FORCE MAIN
UP
UTILITY POLE
CROSSWALKEM
ELECTRIC METER
F&C
FRAME AND COVER
WL
WATER LINE
lilh
ACCESSIBLE CURB RAMP
LIGHT POLE
RECREATION AREA TABULATIONS
-
F&G
FRAME AND GRATE
WM
WATER METER
HANDICAP PARKING
RECREATION AREA REQUIRED: 200 SF / UNIT -: 200 x 42 UNITS = 8,400 SF
®
TELEPHONE MANHOLE
RECREATION AREA PROVIDED: 14,000 SF OK
GT
GREASE TRAP
WV
WATER VALVE
VAN -ACCESSIBLE HANDICAP PARKING
TT
TRANSFORMER PAD
OPEN SPACE IS TO BE OWNED AND MAINTAINED BY A HOMEOWNERS ASSOCIATION
GV
GATE VALVE
6"V
6" VALVE
VAN
ALL PRIVATE STREETS ARE TO BE PRIVATELY OWNED AND MAINTAINED
HDPE
HIGH DENSITY POLYETHYLENE
-'
CONCRETE PAVEMENT SIDEWALK
UTILITY POLE
INV
INVERT
�11
RIPRAP
GUY POLE
' '2"
'�,4aH�'t.M..
NEW ASPHALT
MATCHLINE
CONTRACTOR'S COORDINATION RESPONSIBILITIES
1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS
2. ANY TIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO
THE NATURE OF PROPOSED WORK AND TO FOLLOW ANY GUIDLEUNES OR STANDARDS WHICH ARE ASSOCIATED PITH OR REFERENCED IN THE RECORDED
EASEMENT.
3. THE CONTRACTOR iS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC, ARE RECORDED/OBTAINED PRIOR TO THE START OF ANY
CONSTRUCTION.
4. CONTRACTOR TO VERIFY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS EXISTS, CONTACT ENGINEER FOR
CLARIFICATION AND/OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN RISK.
5. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISiTING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED INCLUDING
UTILITY POLES.
6. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIRED BY ALBEMARLE COUNTY CODE.
7. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED FROM THE
DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT
ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS.
8. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS, IF A PERMIT EXISTS.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING, BUT NOT LIMITED TO, ALL UTILITIES,
STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES
REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID.
lo. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND SHALL BE
RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER.
11, THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP), GENERAL
CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION (DCR) UNDER THE
JURISDICTION OF THE EPA. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL FILE A GOP NOTICE OF INTENT WITH THE DCR AND
PREPARE A STORMWATER PREVENTION PLAN IN ACCORDANCE WITH THE VSMP REGULATIONS.
12, CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS.
13. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA
STANDARDS AND LOCAL REQUIREMENTS.
it ONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND
STATUTES.
15 EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTILITY COMPANY
STANDARDS SPECIFICATIONS, AND DETAILS. THE CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY REPRESENT
LIGHTMG NOTE:
1. All outdcoor lighting shall emit less than 3,000 lumens.
ACSA GENERAL WATER & SEWER CONDITIONS
WORK SHALLL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA)INSPECTORS.
THE CONTRA4CTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE
START OF TiHE WORK.
THE LOCATi(ON OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY
SHOWN ON iTHE PLANS, AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL,
ON HIS OWN4 INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
ALL MATSWALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER &
SEWER CONSSTRUCTiON SPECIFICATIONS, AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY.
DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
THE CONTRAACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (DIAL 811 OR 1-800-552-7001).
ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER
MEASURED FFROM THE TOP OF PIPE OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT
LINES, SERVICE LATERALS, AND WATER LINES, ETC.
ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
VALVES ON DEAD-END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A
FUTURE EXTiENSION OF THE UNE.
77
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INDEX TITLE;
S 2
SHEET NO: 2 of 14
A01
Curve Table
Curve
Length
Radius
Delta
Tangent
Chord
Chord I Bearing
C1
29.82'
445.00'
MY
14.92'
29.82'
N OEr3(6'53* W
C2
17.36'
25.00'
39*47'31*
9.05'
17.02'
S 76*4',7'56* E
C3
60.56'
417.50'
818W
30,15'
60.51,
N 87*21,739* E
C4
29.99,
19.50,
88*07'11*
18.87,
27.12'
N 47*3j3'23* E
C5
17.10'
182.50'
522'02'
&V
17.09'
N 00'4W47* E
C6
65.81,
197.50'
19'05'30'
33.2.1'
65.51'
N 102(8!29* E
C7
251W
30.00'
47*48'50r
13.30,
24.32'
S 66%M'00" W
C8
68.43'
1040.52'
3*46'W
34.23'
68.41'
S 411W11' W
C9
33.33'
20.00'
9529'08'
22.01'
29.61'
N 0819D'25* W
266.98,
376.50'
40'37'4e
139.38'
261.4
-T
N 76M'50' W
—
�C10
Cil
m.76'—
20.00'
93'50'23'
21.3?L—L
29.22,
S36'223'07* W
Line Table
Line
Direction
Length
Ll
N 3515'11* W
17.0
L2
N 8318!19* E
10.75'
S 6958'46' E
U. . ......
.-
N
MIA,
v
V
//moo \.; U
e 1 11 1 IN
N
Ilk
Holly Tqwncen er
B C-4
N\
%3 z PD" MC
Residential
\3
/ ,moo �� �, / \ \ �� ��� � ,�__ �_--_�-_' � t g ,
--A
AP
N 1A
IN
A
Porb
lk
'b
C3
. . . . . . . . . . . . .
IN ;Z4 7 V,
V
A
A 'k
M,
/v
A
tk
ii
TMP 32-41P
Post Office Land Trust
Zone: PD—MC
Use: Residential
11
LU
Ui
r
0
110111111E
11i
lei=u
=1
10011
Ion
•
1111031'rim
INDEX TITLE:
30 0 30 60 ac
SCALE: 1 30'
DATE:
05/08/17
"NO PARKING
FIRE LANE"
clilki
(2) BOLLARDS
WITH KNOX
BOX ACCESS'
.-
LM1'4U0%.,t%F L
EASEMENT
op
Laurel Park / ���� lo�
Subdivision J6'
Zone: PD—MC
Use: Residential
TROWEL MARGIN
- 3/8* AGGREGATE
CONCRETE
STANDARD EDGE DETAIL EXPANSION JOINT AT
MAX. 50 FT. CENTERS TO BE BITUMEN
IMPREGNATED FIBER BOARD
— 1' CLEAN ASTM C-33 SAND
— 2' - 6" MIN GRANULAR
SUB -BASE 31e MIN. DIA. AGGREGATE
MIN 6* OPTIONAL DRAINAGE BLANKET OF CLEAN CRUSHED
STONE OR CONCRETE WITH NON --WOVEN GEO-TEXTILE TO
FORMATION AND NEEDLE -PUNCHED GEO-TEXTILE COVER. LAID
LEVEL FOR SUV-GRADE FILTRATION OR FOR RAINWATER
HARVESTING
GTRASSCRETE DETAIL --US STANDARD G('12 GRASSED VOIDS SYSTEM
---------- -
---------- --- --------- . ... . .. ....... ..
- — ---------
)UT TO SCALE
TMP 32-402
<9
EX FHA
_j
Hollymead Towncenter
Block C-4
Zone: PD—MC
Use: Residential
TEMPORARY ROAD CONSTRUCTION
it EASEMENT TO BE NULL AND VOID
AT SUCH TIME THAT MEETING
STREET IS EXTENDED
-,ROADWAY TO BE
EXTENDED BY OTHERS
PER OFFSITE OAD PLAN
NOTE:
VISIBILITY OF ALL MECHANICAL EQUIPMENT
FROM THE ENTRANCE CORRIDOR SHALL BE
ELIMINATED
THE ACSA WILL NOT BE RESPONSIBLE FOR
THE REPLACEMENT OF THE GRASSCRETE IF
EXCAVATION WITHIN THE EASEMENT IS
REQUIRED.
TMP 32-41P
Post Office Land Trust
Zone: PD—MC
Use: Residential
v� 11 0
M,feHAEL F. MYERS
Lic. No. 33028
09/14/17
I
m
W
Z
P
z
BUSHWOOD ALLEY STA 10+55 *45* BEND*
I
PROVIDE RESTRAINED JOINTS AT BEND, PLACE
MIDDLE THIRD OF WATERMAIN BELOW CROSSING
W
6" DI, 45* HORIZONTAL BEND IS 8' ON EACH
C14
SIDE OF BEND
31
FACE OF
21
NOTE:
RIVER
GARAGE
MAKE GRADE
e,.
ROCK--\
TRANSITIONS AS
NEEDED BETWEEN
—RIVER
"--EDGE
ROCK
DRIVEWAYS ACROSS
DUAL
OF
THE ISLANDS
TRAFFIC
PAVEMENT
RATED
WATER
DECK POST
METER
AS NEEDED
RIBBON CURB
I
I PRIVATE R.O.W.
I
(1'—WIDE)
TYPICAL DRIVEWAY ISLAND DETAIL
N.T.S.
I
SEEN
•
1! DOM. PROJECT N01.6.01191
SHEET NO: 5 of 14
DATE: 05/08/17
~�
\ ~
—
DITCH SECTION
NOTE
THE ACSA WILL NOT BE RESPONSIBLE FOR \
THE REPLACEMENT OF THE GRA3S0RETE IF
EXCAVATION WITHIN YNTH|N THE EASEMENT IS REQUIRED.
~�.
.-
MAIN LINE
SEWER SERVIQE LATERAL CONNECTIQN NOTES:
WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANH0i
AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS
INDICATED, THE 0P (CROWN) ELEVATION OF THE SERVICE
LATERAL PIPE SHALL BE A.TLEASTD.2' HIGHER THAN THE
TOP ELEVATION OF THE LOWEST PIPE CONNECTED
THE MANHOLE
WHERE A SEVER SERVICE LATERAL CONNECTS TO A MANHDi
MAIN SHALBE CONNECTED USING A PIPE SADDLE.
MINIMUM GRADE FOR SEWER SERVICE CONNECTION
SHALL BE 2% PER FOOT)
ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
DIAMETER OF 4"
ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
OF J FEET.
SANITARY
NOT TO SCALE
SI/R\7T(`T7 LATERAL
30 0 30 60 90 ^�
__^_E' - = _- `
INS
E
Lc
EL F Rs
pq
Iti
CID
cla
Lij
DOM. PROJECT NO:16.0119
INDEX TITLE:
S - --'N
7p 6
SHEET NO: 6 of 14
DATE: 05/08/17
�
,. , t -3.,� -7...' ��, f � y
.... .. ..,.'I . _ _ _ -- _ ...1...1. I I I _
' _ �� E
Cc-2 5' M o �,_,,�,z S
cG-6 o > cD o
NOTES: Concrete Sidewalk L5 I- -
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 4 - 3000 PSI "� o .. m 'r NOTES 75
_ L THIS ITEM MAY BE PRECAST OR CAST IN PLACE, 2. CONCRETE TO BE CLASS A3 (F CAST IN PLACE, - �,
4000 PSI IF PRECAST. /�� - o
---- 2. CONCRETE TO BE GLASS A3 IF CAST IN PLACE, N " t ' ° 0 (D T�
4000 PSI IF PRECAST. 3 FACE OFVCUl �IMWS� PAIDOFOREAS RADIAL. CURB, G l . ° - s
a� C - U
3. COMBINATION CURB &GUTTER HAVING A RADIUS 4.THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" OF 3GO FEET OR LESS (ALONG FACE OF CURB) SHALL {75" DEPTH) OR INCREASED J$ MUCH AS 3" {21" DEPTH)
BE PAID FOR AS RADIAL COMBINATION CURB & IN ORDER THAT THE BOTTOM OF CURB ILL COINCIDE -' 4" VDOT 21 A
WITH THE TOP OF A COURSE OF THE P NT SUBSTRUCTURE.
GUTTER. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT
B1 THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN
DRAINAGE LAYER, TBOT
4• FOR USE WITH , THE }BOT OMEN-GRADEDTOM OF THE CURB INCREASE IN DEPTH. OVER COMPACTED
AND GUTTER BE CONSTRUCTED PARALLEL 2" R 5. GG-2 IS TO BE USED ON ROADWAYS MEETING THE
TO THE SLOP SUBBASE COURSES 4" SUBGRADE
N O TO THE DEPTH OF THE PAVEMENT. REQUIREMENTS FOR CG-6 AS SHO�N N
APPENDIX A OF THE VDOT ROAD E MANUAL. : _ 7 .,
5. ALLOWABLE CRITERIA FOR THE USE OF ' `t
AND DESIGN SPEED AS SHOWN IN APIPENDIX A •. � a � % a � A F 11
�
2" R OF THE VOOT ROAD DESIGN MANUAL, - v ' • G
AE OF CURB �Nz.RT► - 6" 4 SIDEWALK DETAIL11
�..�
• •.� SP12 NOT TO SCALE ;
-Y. r S". .n 2,A 1. CONCRETE TO HE HC Cli MIS€' CLASS A 3 00. � `...- • •a
- z ". .. P
1" :.
d
- ; 1.-, 7 2. WHEN . ISED WITH STABILIZED, OPEN -GRADED :DRAINAGE 6° � _ � �fi� 0�
NOTE .6-.v•.•
SURFACE �,
`` l� ? _ ___ t Ll�r`Ei2S, THE SOIT .OM C�i THE CURB AND Ci<P"FT`ER SHALL � 1„1, ' � � ,� `� _° t*
1 Y " � � Ma r n BE C�JNSTi UCT i3 PARRG LEL To THE SLOPE OF THE', V-1„ . D , , . D , . D � . D , o < D a .. a ... 4� •I�js � i� ��j
. ' Z Slt�-� ASr= COURSES AND `cO THE. DEPTH OF THE A `.''_v• BASE tj� 0�a
1: R-� PAVEMENT 8UT N€1� L S`�' i{�AN T#EE TNiC�1�E5 iH�J4ti�1V. A A A A A p � : d .d
,_� __-. _ _ ,: _ ^,.. ^__... 3. ROL:L-TOP CURB 8c GI,�TTER; AY ENE USED ALONG • D , ` , t� ' ' D I`, D
� SUBDIVISION STREETS. HAVING A DESIGN SPEED NO` A _ _.._' � - - - - . • , . .
L3U8LDER'S OPTION: AREA MAY E GR(=ALTER THAN 36 MPH,
CC?NCRETE.. BOTTOM Cif CURB MAY + THE BOTTOM OF THE CURB Ai
MAY BE CONSTRUCTED SUBBASE Ill-r
ECILLGW SLCiPE O'F S B""E}'1 3E:. W, W-0„ PARALLEL TO THE SLOPE OF
PROVIDED MINIMUM DEPTH }TH OF Vic, SUBBASE US PROVIDED A
AI O
MINIMUM DEPTH OF T" 6" �� j 1, IS MAINTAINED. 4++
iS MAINTAINED. THIS AREA MAY BE CONCRETE � d r 2 `RADIUS � (Z � 1
AT THE OPTION OF THE CONTRACTOR 1 Ill
711i' "
-»--12''-*`-ram' - - 2'-a'`-- ,A *• O O OM4-1 is shown as a red diamond ��
MAX N if;;
.� -' SURFACE O O O shape with nine red retro-refilectors �' L F. IRS
:' .4. O mounted symmetrically in three Lie. No. 33028
d 1. d d BASE diagonal rows on the marker. 1-611
ROLL TOP CURB GUTTER
^
SUBBASE O O 09/14/17 �w
,NOT TO SCALE. � 12 s � ��
ACCEPTABLE ALTERNATIVE OM 4-1 ON L
IF CURB IS EXTRUDED
---- - -- SPECIFicWioN SPECFICATI04
REFERENCE COMBINATION 6"" CURB & GUTTER REFUil STANDARD 6" CURB w
105 REV. 9/06 105 REV. 9/06 �y 7 (7� �y /� T� �) �yT R ��(T }�� t R "QI
5Q2 VIRGINIA DEPARTMENT OF TRANSPORTATION 20103 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.01 / H 1\I I I H V A1JA 1Al l E 1LI1 b
f L7 V 1J�/ 1 1� �
m
SP12 �' LLI
_ _ 3 CG-2 DETAIL
1 ` ROLL_'TOP CURB 2 CG-6 DETAIL y 0
SP�2NOT TO DALE SP12 NOT TO SCALE
5P12 NOT TO SCALE
il U
� a
--- ® C>
.� M
wr
Q�
si 1', °2 .. .. .. - .NOJE GO4, "Q.AEN OF Ct :+Eti 9Pgir"S CONSIST OF THE FOLL0IWN �
:OCI R LI'IFT NOTE - HY A' EN -` ALK .(DEPTH r! PK'.HES ARE§ IN .r4U,1RE YAt76St
�•vC�[cp A !('}4T Oti, uY.IC CEMENT lfiW
u .. GENERAL N'V i E t.7iD WHER REQUIRED t C � OR f C N LINE FEEii
`wTM- 9''f 1/1 _;^ - DETECTABLE wARtak"oG °S&FASCE (AREA N GU!.,'E YARDS)
M1. THE OETEt:TfsL'LE W4??�k. (, SHALL uE i)'etUEi's D'4 T.ti^,,.. TE,J L ,.aE,i.. EACH OF THE ,uH7flYE ITIE3t l5 ?< Si PAY ITEtR ML' SH','347LC LLJ
72 3/a" BE %Ae+A."£iIYE} FO �A,.,H C"'RIT CUT R14. . - Z
r Dr m - _ - 2. JETS T?'3LE wflfeUNG.i'1ALL DE FRCtt THE >A.A:T ERI'zL - APS'FtC+ED LI.`�7 FOR i
. .... 1" .. DETE TApi.E WAR?il %IFA)CIi FR„r0+ (T. kVr LISTS SHALL MEET St��C,'- YtALK�
THE REOU REIXEM7 JF' THE SPEs ir':L 2 +CKkd FOR +. 12 I ETECTAULE - lAA)t I �RAc 4 `"&
'°`" -�._ W.eRNING SURFACE- Ah'u', 114ALL � S' k:MITTEP To THE STANDARDS" AND >- "W
`'-„' '�---_;�...- SAE{IAA s'7EsK7V +ECTRH„! FGR APPR?xAL 'i�t ,-.. 1-
a'.".,- •--•-"-`�`�`-" ..:°. "'.-. A' -S. hLt761N". SI E OF CURa Rt W. UAY EE FOIP`rE' aYbNOUTHICALLY WITH t3,4 r'. "- - ""<. � d' i-
�' �" °i, FLUOR OR DY RFNG PERMfa51BLE C`.311ST&',SCTIGN` -IGINT WITH >RE(di.JIRED BARS, 4� . "I7"�L'i li
� Ill� - �„•"_., ( �WA F- )TIF RAVPR FL00 IF PRECt T. HOLES U`I T QE PROVIDED FOR^ DOWEL EARS SO 13 ._...^")iI1,,,E . THAT A,),,.ARiti' FL,TED 51UE5 rAX P..E CASST IN PLATE ,AFTER PLACEMENT OF � : a,_. - t€'•T N,� � LU
RECAST ROMP FLOGR: iRE,.A�aT Cam' RETE SHALL BE CLAD A-4,. l
M1�'`'^-.:,..-_ -.»._a .. �'�" ..... .- ,,,�,- I S. I.YEL�i4 i OARS APE TO 44E NO 0. X 6- .PLfii VF '(;ENTER TO CE);7Eii ,-LONG T YPE A a O 0
:.` -.. -. - BOTH SISE9 OF TIE RAVP FL0DP�MH4 ;EPTH OF RA*1 FLOOR. IVINt>al.'Jt,i PERPENDICULAR' -
..-:: CAS7 IRON SLID � .CONCRETE (*',ER'�Xz"> .� ' � .... .. -.: .. DI,7,. 7A, 76:.:.1ASPHALI W
- -�-.� �-,.. Is N!E•P`EI� 0 �. r, . . , I&� ._ a1. 1.NgTES
.-. .. If'6-r C::RB I'I .9,JTTEP, SLOPE TRAM ITili4:; 8[kJAZE^tJ Tfi '%JRR RA.M 5. f 1 "" -- ... .. ... I I � I AVEMENT v 4 y-i L�
s.. - '. - .. A -RE INIC Li IN I :A,Y4FNT FOR. •'URt3 J t;URD -ANU, {:'UTTER. +, • "2 .
--�- .... --- - -n . .... 1, D€PTN Of RNL£T (H) TC7: Hf SHOWN ONN PLANS,-' - --ti
''-""�- .'.: :. - 7, 't.fiiT. 4tAh6'S ,f�RE TO BE LOCATED ASHOYti4 ON.THE^L,'"'ti5' Cat .0.`i DW.EC7Et)-tir•,.--�-"^ .':a'`,a;_. 42,.t5��, 1,.._,,.... co. 'YS i; .:. ,r ,. `d" '�"
,, - +•, ,;„.,:. '.- ._..,._ ^'- .... :. - . B 2... THHE..H. DIMEEN510N:SHOWN- ON. THE.STPNDARDS .-i .--I
^'✓' .°... _ _ 2e THE. ENG&'iEEI<; THEY ARE '10. REPMaViDED AT VTERS'E+:TIO>i_ 'WHEREVER 12�: klA.r. �'"., ..< 1 - _ _._ .... '_ _
,.✓'' ... '' .'•.: Ahl .N.x.CES PiE'3;OUTE' WITMk THE RIGHT OF 'NrAf OF A WuHWAY'FACILITY'---.--«.- c : =- _,,:..-.-- A :. : :.:i: .:...AND SFEGIFIERiON TH4E PLANS WALL 8E x.....,. �..... ^.. y.; �1 may,
.:.:. `�' .,..j- a �i.-...,.�-,-- ::. ....:..: : '.1tA5URED -ROM .'THE 'INVERT 'OF:THE OU7Et1L �� �,, z ,,.f ^., f_._....._ '4
°:,"` - '».: CRCf,5E5 A XURB. REGARDLESS�:IF- WHETHER �-lTeUALK �I S EXISTING, PI?C?PO,.EU, S-„,,,.. h., �.-.-d. + ... x ... : x � ,' ,J✓.v" ,�/ � Z*� CO
., s .: '+ - . "'. THEY MUST , S-, K ,.- - m 4 _: ,; - - .. FIpE:TO .THE TOP OF7HE:STRUCTURE. //' ///7'
OR NL.4EXISTENT. THE. MJ6'T BE LGCATED'W1Tt�rt YELE6T1f1:a€v CRJ_Sts'AL..S __:_ _..._..------ ... ,, � :=._Cl,..I�I...�.ss'_.'��.-.,z'_`../F../ _1, _ '.�'' � C_
.:.` ,- .. AS StR7Y?Nr;,N PL:.HS C{g aS S;-0H CTE(1_Hv-? ..ENe.tl'IEEG AND "allo^<UL0 T - .: .'....:_PLAN...H DIMENSIONS ASE.APPROXIMATE ONLY ..
... ." c E -' • •,.n' TYPE 'B- _ .. .. _ FOR -ESTIMATING PURPOSES: NND -TNE A,CT(,IAL :..: t"`.'"� •'" ' - �.
'"-> `.. '"'°""" a-r-w., .. - .,E LGGkTEi}: 9EHN,.D bEHiCLE _<TGF-LI1Ea. E,tIuTIPJG LIGHT r .,LES. FIREE-- _� , ' ' F h .
F ., - ,fi .;,, s„ . ,.. ,. r. ,. - ,- :..-. :.. '- ...:. DIM£NSO 6 SHN-L 6£ DETERMINED BY THE ... I - � . ". ,4j v
�. .. ,. - HYGk,'LJT:a, DROP tN_ET4. ETC.., Al,f:E?SU..E HikiTE., _r'.�OYI;lE A C,GidTtt x:L. PARALLEL -, .. ..: ....- .. t- _a,., .vs,...., .� . , °`` '• ••. .• •..1•
:.; .n .. "`I > -,�-. ....I .. . CONTRACTOR FROM FIELD'COFDITiONS. I rN . ""Fy
:tN.;BSTRVCTED6 5TA51.E, f1i AND SLIP RESISTA`?T PATH CDW-,'ECTI. v ILL ' °} .. _ -: ,. ..,sA'" ^y �' ^ - "" •• a'
}`� - A:CESSIBLE ELEMENTS- OF -A FACILITY THAT CAN BE A)^t-`f OX,HEL, ENTERER ;'✓ ', •' � - .. ,MAXIMUM INA DEPTH (H) TO :B.E 7I ' I I �. �: � t„ .�,. II
logy .-+'°'� =. -.1>&3 41a'Ev.tiY PEDE° IRIAhi!:: .. ,,', '.:M.+ ir)1,. ',. , r ' .PLAN .-.' .. _... i'°,r n,, .. •.
°t 3. - WHEN SPECIFL£D ON THE PLANS 7i: INVERT IS
¢¢ �. .. ......' - ..`'- '.... : Y l m - - •,;. '� 4 K _ �. (COVER -REMOVED) - .... - PL. AN : 0:' :SHAPE.D IN RCOORP}AN IT STANDARD
ARD a .: �. `• • ' f
T %, _tea . +_WITH A40
rAFtF._ htA.Y BE.t'LIa.,ED' i}t":TACIAL OR T,V'iGE3VTIAL aECTILt%5 PRAJ'sfiDED THAT r : --. 4.^.:1?A t , j'`
00
4 kE.. : " ._..... " �, ---'- o :' A 4 4 C12 --38 PIPE) (COVER' AlRENOVE07 :.' IS�L THE COST OF FURNISHING' AND �PLACiNG ALL �� t' >o' r-i-
, v'�� 'THE. CURB ar iNk. I� " LACEi} i51THQ THE TIE
; J THE NO IS n1i4 A3h'} 'YY _._,.--
-,: ... r . ,: � ,., ;.., -:... , .. � •:IMtAX .1 r `� ^,.._ .. 73.3'-0� (12°-.3$'!:PIPE) .. ::::.� .... - - � :::MA7ERlM.S. tN(C7D£NTAL'TO.T1:�'SHAPWG (S. TO. BE �..i�':,mY
ti t THAT r sLorE: Ar THE a.OM1& ELT OM of J t, EneJ I clg�Ur� a - l s
'.``,, .. '' �� s''-PE-RPENDhdiLt�F TO- THE CURD, .. °Y� ;ICY . .. _: '*V .. A 3`6" (42" PI E) -' INCLUDED IN TOME DID PRIGEN FOR. TI'rf. STRUCTURE. '::,... ' i- :. 1.. - [, `I
;. .,c . - - ... .: RF.., ._..,...- ..,.._ t2K 'ci 8-3'-8� (42 FIPE>. I : .. :- ..-�'O�M"�OETEAICB 8EE-- ..�.- .. ,.� L.U
I " - -.. " .-� _-___.,--- .,. - .. € .4. II TNE-EVENTf THE INVERT -OF TH>E-OUTFALL . - da;ry T
- '...,: - % TYPY'Al.`CON4;rzETE SIPE'Al91:K IS TiWHEN.7fL E�*NTRANrF. PA011CnNNUT - i-,-,_,,,•,_.."_.-.--• ,•�_...-:- _ .COtJCRETf-COVER.... SIIBET.2 C)F'3) .'^� t `E '- Y '• FLUSH CONCRETE '¢
. -PIP£- IS: HIGH£IR THAN THE'BOTTOMI: OF THE . .
:..-..: - E aLt>COIBAN.L?OA7E. TINE TUi?M,ltbft HE";NE}!EhT°T OF.ANTItSP.*.TEL` i-IEAVY irw'J;:# - ••"' , - (F-DETNC$ $£f :.i m UZ i1�
... , ..,,.--..,--".-I :{A. ;. . • 7 41 -9x .-. ENTRANCE f .. i,,;;d „_...�.,.:.-.._.-. _ _--^-'�.....�.._� .. ._... _ RGORELiATE. STRUCTURE 7iHf.L'IYfRT. OE. YHE:$YRUGT{)Rt...:. pp p T/•1 E••�
. ''•.-M1.- - .ie.,.,-,.. : - : T ,FFIC,REFER. TO ST*MTA°L GG 3 CGVI&P,U,M_ ENTRANCE tNE Sy s- - ..,..-w-'.:-,..,..,,_... �---.-......�AT X'° 2" HIgHER Tt'% 1r41 : -SH�ET 2 � 3} :'. ......... .. .$E£ NO � - SHALL -BE SHAMED .WITH: CEMENT. MORTAR. TO-.' ...: RIUIJ ON CURD �d (0
: - .o:--"s. ., ...: .. - 4"� EXTE7'�a„�'j $ I T,9UCX TRAFFIC) FOR G;)NCiCTE OiEPTH>.' � - � Tom-^- � '" EDGE OF PAVEME'.,T : �T ��, " ,.r'' - . $ AGGREGATE; SEE N07E7. : :. PREVENT' STANDING:OR'PONDNtiVi-DfWATfR
"'.e%-':', . -. . `0, WIEN CURB, RAWS ARE: USED IN' CQNt>AWCTION WTH A SHARED USE PATH. AT'k� .,. 5/�.E.AA: TOP or Cmi : �,,,,�.� Y' _ tN-THE:5TRDCTURE.: THE' COST' OF:RURNISHING
3"� ,.- a .WEEP HOLE. .: ..:AJ�:PLAOWG N.L'MATER7ALS IICH3E AL TO
' ."`° - +,�ri ,4-.-� - THE eairlliAi#R WIDTH °.?H74L.G'E TI-£ WIDTH OF THE "HaN'EU'i.RSE t�hTH. . , �wEEP MOt.E; C:>
,.. �'' :: i.,r �..`"'" :.._.:.a.. i. n a - a ,� .<:.r...• , ,; w w " "' SEE NOTE 8".. -SEE NOT✓<: $. :. THE: SHAPItiTH�iE �TO BE INCLUDED IN HE 00
6 ;,/ : M WHE+V ONLY-M.'E LUdR ii A IS NZOVI,ED FOR f)WO CRGS.J.Js„ (PlAralAi t. TYPE � � PR E FOR STRt CTLRE.
k A';e F`LA 9?C,AREA SIi:AL(: vE FRDu•IUEC+- TG MF a;.•E42 P vrWEELCHAIIt ,�1 ALL Ei.-Er4°iO - Ii,I,rIL %' ..0 _ : :.:: "Aq . �-E'T BOLES..: O �? p & P EN
. - ,� MF(> THE''CfiCi's-j.1'l,Ld RYITN,ir ^,r,.h�1, t'VT:, THE Tti?iVELbpAY. TN�i. 4' N .4' "s. 'STEPS ARE TIO' FROVIbED 1YHfN-H 15 'Y.-O.• C� U
"I''�..4-I,:O Lr 0W, :AREA MAY It.'CLIDE THE GUTTER PAN, � _� � ram.. . STEPS. SEE NOTE 6. >: � OR .GREATER. FOR. DETAILS. SEE. STANDARD ST-1.-
.. ....TR�sNC;,TEQ ;lGL!E y : : �:
r"f - .' '( : 12. ALL CxSES' WHERE IIRi}:RM+f'S INTERSECT A RADIAL SECTIPub OF -„ x 8.-}2EINFORCED�QONCRfiEFOOTSNG MAY 8E
t"$w. �'v3',( - L1tR: AT ENTRA.dCES"OR STREET CUNNE(:TIGNS THE IZTECTAk;3LE Y''�.` �` '�C' ,� .: e_:_� : .. :- PRE11F TER ONCA$J-pLOOTI G MAYPBE: - W
WACn°etNC a',li SW,,LL HAVC A FACTC1i'Y Rv.A.tS ::u2 $f -FELU� � I'`-.+�^, "fis O (7 r3 -(Y "5 4? a .... : t F I .
„y"„ __ "'tOXS'OF: FA9RNCATARS OESx,N'TO,:13E
.: MDGIFlED AS tSECDM3dfNt1E?. D'!` THE Fkd:'AACTtYicE'R 7L MATCH L- - • \%' D: X :.PROVIT}£D Nt PRECA5T:F0(YiAiO
THE T3AC,Yf.. OF GIi;.Ei, };- P 'J t? C rJ O C) O G 4e <J = .:: _i, n_.,,,;..� I - .
.: ... y!1.
11 _ '"'ti, -I
Q C� w f? Q Cb C O 0 Ci Q 0 0 - -� ,. 7.�-�4" DEPTH AGGREGATE N88,478. OR.#8 X 6" WIDTH,
-.� .,,
LA,10,G ' fS <} G` €5 0 Ck'U fr i} 0 0 O 0 iD J._ � �
. E2tiN? : r `�, ` a. Y, :.. - SEE NOTE 4, • - $.: �" DIAMETER WEEP HOLE WITH 12"X12" PLASTIC
/ r, U a e, 6 y o ca ca. ci a U. �'? -SECTION A -A .....s7EEL WI2E. A+SiNIAUMCLOTH V .wEtE DIAMETER 0.45^, lJ T-{� R R 1%1p 1Ii®IT �j1
�., - :.� -. ..,,. ,,;"d,J,, o. o 0 6 ri �<i Q t) 0 ta' (S o c. r:. .�' � :: SECTION �^B � � I :.:NUM �4- wE,SM. HARDWARE OTH ANcHoRELI � Y b I B B L/ 1 Y CURB D E TAI L
±:AST. IN PLACE ' _' FIRMLY TO Ti OUTSIDE OF THE: STRUGTUi ,
y ,v U 0 0 0 o C 0 0 a 0,0 0 C; FOR USE WITH ra^ To az" FmEs PRECAST
•"' �'* 50/ Sha OF. RASE A&,EI R (S�P 12
NOT - d b � u o'. s w Q O o <?- u -,n c`i - $<-,�THE TYPE OF INLET [PRECAST OR:CAST IN PLACE).
.^'� -"^�-,,, -zz., „ -+' NOTES �O�JT,I - DETAN:ED HEREON; TO-El£'CONSTRtlGT£D, WILL BE 01
. x. r ', :IN T OR TOUCH .READ MET�fi° .
?,1 DII f l t1LE €.D.:�.I�6RIIJ 1E till. -
-
�: A, METER: --"�''1`it'T•
< DETE:.TAx1LE WARtoH, - _ .,._ � .
4
AT BA,;:K OF -'LAU '"..�-Y-. F ( ` ?dA-YI,C31l.E FVJLL WIDTH of R.�.4P- FLt1gf;
.,'i NOTE IT, ._ _ V - - LTA „ ..
T12i}NCATEI3 C}QME Av LNur
i�ETECTA LE WARNING CETEiI"TASLE WARNING INSTALLED ON A RADIUS DETAiL
i�ETAIL.
_ 5'EFEtES"EN
12 DETEST 3LE INARiNING S1JFF"ACE
r'iLM�3
RDA) A0 t ICE A BAR,)
�< ,, w.'�. .{p .. iP VEERS).' -
�' -�'
:A1EET 7 L3 a REVI510'�' E.9TE {GEi�IERAL NOTES) i�E,
q:xltS 0ZPARWENi OF TRANSPORTATPOh TsD2
.i:.3 ..
VF.''.SINIA
TS.
11
a°v'-�
TU-1
RECOMMENDED MINIMUM
HEIOHT CHART'.
PIPE
SIZE
H DIMENSION
- CONC. -
CORK, METAL
12"
:: V41i
2 S
- try„
: 2.9`/,`
: 2 w$„
III"
. 3',.Gve,
2'•11"
21"
: 3 3IV4"
. N, 2„
24"
1,3`
:3,.5.,
4'75"
.. ::. :. -:AT THE. OPTION OF' RHiE� CONTRACTOR. -.
II:; 1: Di 7-----NO GUTTER IO.: FOR DETAILS OF: CONCRETE COW&C,0LLAR AND'.
iN 7A------_SINGLE: GUTTER WHEN. DROP INLET: .-..GRATE AND THE METHODOF PLACING APPROACH.
.. : 14 ON A-CRAD£. -:. GUTTER, SEE SHEET 2 OF ,3. : ,
01.7D-•---- DOUBLE :GUTTER WHEN DROP INLET }1, : CAST-W PLACIE CONCRETE IS TO BE CLASS A3
IS W A SAG. 8£TWEEN TWO GRADES. ..(3QOO PSO_ RAECAST .CONCRETE IS. TO BE .
- - .' . �4004 M
J.
LLI w
I$. FOR DETAILS OF PRECAST DF7. NOT SHOWN: HEREON I 1
SEE PRECAST UNIT ASSEMBLY DIAGRAM PAGE 103.Ot, 12.: CONCRETE OU)ANTfTWS: SHOWN ARE, FOR INDICAt£D
TPE AMOUNT.: -.
:FAPPtIOR CRAE6LE TPREGAST BAS£TRIS+ERNE+IJT�fNa pISFL£D. BYPTH GO ' PIPES iAUST DEQ+70 TO
-
''"
,�
02
_3 o
m
-S.
:.: D£TAA5 .:
- . PAGES V107 THAV 103 t2 - OBTAIN TRUE ,QUANTITIES, FOR INLETS OF �
NOTE:
" R7fFERENTDEiP7H5 ADD -OR SUBTRACT THE
,7. GRATE BAILS TO BE PARALLEi_ TO -.DITCH FLOW'. : FOOT' F O:UBIC YARDS OF CONCRETE FOR EACH
FOOT OF OEP'7N<1. ..1 I
CONTRACTOR TO INSTALL RIBBON CURB
� `.S✓
13. pAVEO DITCHES ARE .IITO- BE TRANSiTI(NNED TO MEET
I INLET GUTTER AS SHOWN w STANDARD PG-2A:
CONCURRENTLY WITH DRIVEWAY
CONSTRUCTION TO PROTECT RIBBON
-. t4. PROVIDE SAFETY SLABS.ESPSPEEII D ON
- rtHE PLAs"
CURB FROM BEING DISTURBED DURING
INGREM£N7'PER FOOT OF ADDIT)ONAt DEPTH {H) I =0.S62- b YOS. (12":- 3$" P:PE)':
..�'�
PN'£,:
-
t2 .
��f5
19, :
24
30"
3S
''. 42"
MiNiMi#.f DEPTH
2 0"
:•g'/i
2'^8'/8"
3 1
3''71/2•
4'-2"
4'-gv0n
CONCRETE
947.
f•045
L143:
1.339
1.835
t.731
i.927
D.dD .YDS={42'tPPE) CONSTRUCTION. --- ._ 6 C G -12 DETAIL SREIC£ CAN sTANDAa MEI3INAN ' DROP INLET %''- � >-
5 i'YPWAL_METER BOA SP12 NOT TO SCALE soJ 12t, To'a.2„ F''►PE RGADANDBRIDGESTANDAiND3 i, C)
REVISK?71 GATE -. SH€E7 ..I OF 3': '�
SP12 NOT TO SCALE _-- --__-
VIRGIt#h DEPARTMENT OF TRANSPORTATION .: tO4,2x ,
t""'a .�.� FT t S C31✓ GUTTER: AND
- S 4„ 2" DIAMETER $Aft tl 70.88 LBS.IFT. 1 CRATE A 3S TO. BE USED : {� _ �cl .. -
. OR NO, t4 BILLET STEEL BAR Ie: 7.65 ' w}gN INLET i LOCATED IN, i�ETH()D Os� I�LACEMENT
0' "s4i, 3C E;XPA739bt}N -;(EYED. '' '0", - LBS.fF7.<CASTM A615•CRABE 60: MEDIAN OR.4rH€R AREAS NOT ... - .. .
••�� t"YN? i°1€Cao«9 Ot` svLF,Y .tGINT fiDli$?: - `qd RATE A - - - NORMALLY SUBJECT TO:TRT�'H'!C. �:� � {'�;
EXPANSION a�11T �°-�o° ,,,-FOR
a'RA1(E a covETs EIA.�a: OF surEYtAa.,ac .�' QaNT-, HAi2J D : w�'aRaa:.§T r ��- a•-s�: .. :NOTES: 1""""I
�0.-•"�'°••,.� 'S E ST98 ,X;i A:.... j. .. �cUTTER -_ ..' .. -;n GRATE 8 7S 70 3E USED 4:YFiEN p� ELD 1. tx-7 Na cuitERs (!''T''''I1
DPRS�G q �" w �- _ �E% : .... :' ' INLET- tS LOCATED ON SHOULDER DI-7A11 NO GUTTER MU DNE DIRECTION. �?
••--•---• ---- Z w. .- - � ....... - OR�OT1iEfi AREAS SUBJECT '.TO ' ' _
� C7 76 -. GUTTER 4N 80.H DIRECTIONS � W
.M _ _,) �..':d 13xii Y � o -.�.7RAF.FiC � '. ... -
:�A..:''.�'�'�.23(?tNTS&�:WEENGUTTERS:rVJDCONc;RETECAVERW3r,,^�pIY'tp�„u,.,'3..FORDE7Ail5 OFLOADCARFtY1NG