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Cover Sheet
SP2
Notes & Details
SP3
Overall Site Context Plan
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Existing Conditions / Demo Plain
SP5
Existing Conditions / Demo Plan
SP6
Layout Plan
SP7
Grading Plan
SP8
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SP9
Seminole Trail Sight Distance Profile
SP10
Stormwater Management Plan
SPI I
Stormwater Management Computations
SP12
Landscape Plan
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Details
SP14
Details
SP15
ACSA Details
SPI
Cover Sheet
SP2
Notes & Details
SP3
Overall Site Context Plan
SP4
Existing Conditions / Demo Plain
SP5
Existing Conditions / Demo Plan
SP6
Layout Plan
SP7
Grading Plan
SP8
Off -Site Layout and Grading Plan
SP9
Seminole Trail Sight Distance Profile
SP10
Stormwater Management Plan
SPI I
Stormwater Management Computations
SP12
Landscape Plan
SP 13
Details
SP14
Details
SP15
ACSA Details
I . SITE AREA: 3.73 AC
2. TOTAL LAND DISTRUBANCE: 3.50 AC
3. IMPERVIOUS AREA: 3.01 AC
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DOM. PROJECT NO:16.0042
INDEX TITLE:
spt
SHEET NO: I
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15
DATE: 11/21/16
GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS: GENERAL CONSTRUCTION NOTES:
1. The plan approving authority must be notified one 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 9:00pm.
15. Borrow, fill or waste activity shall be conducted in a safe manner 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 seeding and mulching. Seeding is to be at 75
lbs/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 80lbs/100sf.
Alternatives are 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 1000ibs/acre and consist of a 10-20-10 nutrient mix. Permanent
seeding shall be applied at 180lbs/acre and consist of 95% Kentucky 31 or Tall Fescue and
0-5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be applied at 80ibs/100sf.
Alternatives 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 grass. 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)
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
guidelines or standards which are associated with 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 existing 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.
10. 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 GCP 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.
14. Contractor 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 representatives.
1. Prior to 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 occur the 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.
5. 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 order to 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 Ill.
9. All excavation for underground pipe installation must comply with OSHA Standards for the
Construction Industry (29 CFR Part 1926).
GENERAL CONSTRUCTION NOTES FOR STREETS:
1. Construction inspection of all proposed roads within the development will be made by the
County. The contractor must notify the Department of Community Development (296-5832) 48
hours in advance of the start of construction.
2. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall
have CBR tests performed on the subgrade soil. Three (3) copies of the test results shall be
submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable, a revised
pavement design shall be made by the design engineer and submitted with the test results for
approval.
3. 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 natural 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 necessary.
When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement
to the face of guardrail, and roadway shoulder widths shall be increased to seven (7) feet.
5. Where urban cross sections are installed, all residential driveway entrances shall conform to
VDOT CG -9(A, B or C).
6. Where rural cross sections are installed, all residential driveway entrances shall conform to
VDOT standard PE -1.
7. 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 plan approval for subdivisions is subject to final subdivision plat validation. Should the
final plat for this project expire prior to signing and recordation, then approval of these plans
shall be null and void.
9. 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.
10. 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 order to
provide safe and convenient access.
11. 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.
12. VDOT standard CD -1 or CD -2 cross -drains under to be installed under the subbase material
at all cut and fill transitions and grade sag points as shown on the road profiles.
13. 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 camera inspection procedure and with a VDOT or County
inspector present.
GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT
PLANS:
1. All dams and constructed fill to be within 95% of maximum dry density and 2% of
optimum moisture content. All fill material to be approved by a geotechnical
engineer. A geotechnical engineer is to be present during construction of dams.
2. Pipe and riser joints are to be watertight within stormwater management facilities.
3. For temporary sediment traps or basins which are to be converted to permanent
stormwater management facilities; conversion is not to take place until the site is
stabilized, and permission has been obtained from the County erosion control
inspector.
ACSA GENERAL WATER & SEWER CONDITIONS
1. Work shall be subject to inspection by Albemarle County Service Authority (ACSA) inspectors.
The contractor will be responsible for notifying the proper ACSA officials at the start of the
work.
2. The location of existing utilities across the line of the proposed work are not necessarily
shown on the plans and where shown are only approximately correct. The contractor shall,
on his own initiative, locate all underground lines and structures, as necessary.
3. All materials and construction shall comply with the current edition of the general water
and sewer construction specifications, as adopted by the ACSA.
4. Datum for all elevations shown in National Geodetic Survey.
5. The contractor shall be responsible for notifying Miss Utility (811).
6. All water and sewer pipes shall have a minimum of three (3) feet of cover measured from
the top of pipe, over the centerline of pipe. This includes all fire hydrant lines, service
laterals and water lines, etc.
7. All water and sewer appurtenances are to be located outside of roadside ditches.
8. Valves on deadend lines shall be rodded to provide adequate restraint for the valve during a
future extension of the line.
9. Trees are not permitted in the ACSA easement.
10. The contractor shall be responsible to comply with the no -lead regulation regarding brass
fittings effective January 4, 2014 (Senate Bill 3874 which amends the safe drinking water
act).
MAIM] 103 OW U I Lei-9RE IL
_JVN_W1 MA�
UTILITY
ARV - AIR RELEASE VALVE
BOA - BLOW OFF ASSEMBLY
CO - CLEANOUT
CTV - CABLE TELEVISION
DI - DROP INLET
DIP - DUCTILE IRON PIPE
ELEC - ELECTRIC
FH - FIRE HYDRANT
FM - FORCE MAIN
F&C - FRAME AND COVER
F&G - FRAME AND GRATE
GT - GREASE TRAP
GV - GATE VALVE
HDPE - HIGH DENSITY POLYETHYLENE
INV - INVERT
Y-4 Ir XTIP" A T
ABAN - ABANDON(ED)
AN - ADJOINER
AHD - AHEAD
APPRX - APPROXIMATE
BC - BACK OF CURB
BF - BASEMENT FLOOR ELEVATION
BIT - BITUMINOUS
BK - BACK
BM - BENCHMARK
BS - BOTTOM OF SLOPE
CB - CATCH BASIN
CO2 - HEADER CURB
CG6 - CURB AND GUTTER
C012 - ACCESSIBLE CURB RAMP
CMP - CORRUGATED METAL PIPE
CONC - CONCRETE
CY - CUBIC YARDS
DIA - DIAMETER
EL - ELEVATION
ELEV - ELEVATION
ES - END SECTION
EW - END WALL
EX - EXISTING
EXIST - EXISTING
FDN - FOUNDATION
FF - FINISHED FLOOR ELEVATION
IF - IRON FOUND
IS - IRON SET
LOD - LIMIT OF DISTURBANCE
LF - LINEAR FEET
LT - LEFT
MH - MANHOLE
PVC - POLYVINYL CHLORIDE
RIM - RIM ELEVATION
SAN - SANITARY
SCC - STORMWATER CONVEYANCE CHANNEL
SD - STORM
STR - DRAINAGE STRUCTURE
TSV - TAPPING SLEEVE & VALVE
UP - UTILITY POLE
WL - WATER LINE
WM - WATER METER
WV - WATER VALVE
6"V - 6" VALVE
MAX - MAXIMUM
MIN - MINIMUM
MON - MONUMENT CONCRETE
NIC - NOT IN CONTRACT
NTS - NOT TO SCALE
OC - ON CENTER
OH - OVERHEAD
PE - POLYETHYLENE
PERF - PERFORATED
PROP - PROPOSED
PRVD - PROVIDED
PWW - PAVED WATER WAY
R - RADIUS
RCP - REINFORCED CONCRETE PIPE
REM - REMOVE
READ - REQUIRED
RET - RETAIN
RT - RIGHT
R/W - RIGHT OF WAY
R&D - REMOVE AND DISPOSE
R&R - REMOVE & RESET
SD - SIGHT DISTANCE
SQ - SQUARE
STA - STATION
SW - SIDEWALK
SWEL - SOLID WHITE EDGE LINE
SWLL - SOLID WHITE LANE LINE
TBA - TO BE ABANDONED
TBR - TO BE REMOVED
TC - TOP OF CURB
TS - TOP OF SLOPE
TYP - TYPICAL
UG - UNDERGROUND
VESCH - VA. E&S CONTROL HANDBOOK
YDS - YARDS
OWNER
SSQ, LLC
3002 BERKMAR DR
CHARLOTTESVILLE, VA 22901
DEVELOPER:
DALY SEVEN
1420 LEE JACKSON HIGHWAY
LYNCHBURG, VA 24503
LEGAL REFERENCE & SOURCE OF TITLE: DEED BOOK 3551 PAGE 164
SITE AREA: 3.73 AC
MAGISTERIAL DISTRICT: RIO
SOURCE OF BOUNDARY SURVEY: DOMINION ENGINEERING & DESIGN 07/01/16
SOURCE OF TOPOGRAPHY: A PORTION OF THE TOPOGRAPHY SHOWN HEREON IS FROM SURVEY BY
ROUDABUSH, GALE & ASSOCIATES DATED (MAY 40 2015) AND SUPPLEMENTED
BY DOMINION ENGINEERING & DESIGN 07/01/16
DATUM: NAVD 1988
THE AREA SHOWN HEREON IS LOCATED IN ZONE "X" AREA DETERMINED TO BE OUTSIDE TH 0.2% ANNUAL
CHANCE FLOOD PLAIN AS SHOWN ON FEMA MAP NO 51003CO278D, EFFECTIVE DATE FEBRUARY 4, 2005.
THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS, NO ELEVATION STUDY HAS BEN PERFORMED
AS A PORTION OF THIS PROJECT.
WATERSHED: MEADOW CREEK
BENCHMARK(S): CHISELED SQUARE AT BACK OF WALK = 470.95'
WATERS SOURCE: EX. ACSA 12" WATERLINE 29 NORTH
SEWED SERVICE: EX. ACSA 8" SANITARY SEWER ACROSS HILLSDALE DRIVE ±500' TO THE EAST OF THE SITE.
EASEMENTS EXIST TO BRING SANITARY SEWER TO SITE.
MAXIMIUM BUILDING HEIGHT: (5 -STORY) 65'
ZONIN(G: C-1 COMMERCIAL, AIRPORT IMPACT OVERLAY, ENTRANCE CORRIDOR
BUILDING SETBACKS
PER ZiONING ORDINANCE 4.20:
FRONT:: MIN 10' FROM RIGHT-OF-WAY LINE OR EXTERIOR
EDGE OF SIDEWALK (WHICH EVER IS MORE RESTRICTIVE)
MAX 30' FROM RIGHT-OF-WAY OR EXTERIOR EDGE OF
SIDEWALK
SIDE ASND REAR: STRUCTURE SHALL BE CONSTRUCTED AND SEPARATED IN
ACCORDANCE WITH THE CURRENT EDITION OF THE BUILDING
CODE.
CURRENT USE: FLAMING WOK RESTAURANT AND DODSON GLASS AND MIRROR
PROPOISED USE: 192 ROOM, 5 STORY HOTEL WITH 2 LEVEL STRUCTURED PARKING
SITE TRIP GENERATION
TOTAL ROOMS = 192 ROOMS
FOR HOTEL USE (ITE USE CODE 310)
AVERA(GE TRIPS PER DAY = 1,327 TRIPS PER DAY
PARKING REQUIREMENTS:
REQUIRED PARKING: 192 SPACES (1 SPACE PER ROOM)
PROVIDED PARKING: 192 PARKING SPACES
ADA SPACES REQUIRED: 6 TOTAL SPACES WITH 1 BEING VAN ACCESSIBLE
ADA SPACES PROVIDED: 6 TOTAL SPACES WITH 3 BEING VAN ACCESSIBLE
SUBDIVISION AREA BREAKDOWN
HOTEL PARCEL: 3.02 Ac.
FUTURE DEVELOPMENT PARCEL: 0.71 Ac.
TOTAL: 3.73 Ac.
AREA SUMMARY
PREDEVELOPED:
FOREST/OPENSPACE 43,995 SF 1.01 AC
MANAGED TURF 11,326 SF 0.26 AC
IMPERVIOUS 76,230 SF 1.75 AC
TOTAL 131,551 SF 3.02 AC
POSTDEWELOPED:
FOREST/OPENSPACE 8,276 SF 0.19 AC
MANAGED TURF 21,344 SF 0.49 AC
IMPERVIOUS 101,930 SF 2.34 AC_
TOTAL 131,551 SF 3.02 AC
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L° . No. 33025
11/21/161;
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OF PAVEMENT '6
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30 0 30 60 90
EmMANAGED SLOPES
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%
................
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SHEET NO,: 4 of 15
30 0 30 60 90
EmMANAGED SLOPES
SCALE: 1" = 30' DATE: 11/21/16
F
MYERS
c. No. 33028
11/21/16
.�
iii
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INDEX TITLE:
S -7�
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DATE: 11/21/16
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■
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iii
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INDEX TITLE:
S -7�
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DATE: 11/21/16
■
■
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INDEX TITLE:
S -7�
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DATE: 11/21/16
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N� 11/21/16
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4 i SEWER ESMT.
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A=0.71 Ac
SAN SEW R LAT PROPOSED 20'
N\
.. ............
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L. -Il- Ilu ROpOSED W
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N�-Z, N
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_,-EXIS G
ACCESS R.
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N
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ul WITH KNOX C_�
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-----EX N`D' DING GRASSQRETE 0&
. . ...........
N,
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ENSKE �l PROPOSED 12'xl2
EX. P
N.
DUMPSTER PAD --------- -
w/ MASONRY RET. . .......
... .........
WALL ENCLOSURE.
E-1
BUILUNG ovEg
N
N,
10 N\ \ � W co S�00 4t t'7
CONNECT %\
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NEXISTING URB``'`3 0
N
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N, DOM. PROJECT NO:16.0042
N,
N,
N,
INDEX TITLE:
L9
Nr
N,
N,
NI . ........
No
N.
"N" N, St b
NN N -Al
IN N,
v vNN
No
N, SHEET NO: 6 of
15
20' HT. LIGHT POLE 30 0 30 60 90 -
12' HT. LIGHT POLE SCALE: I" = 30' DATE: 11/21/16
■
Y
N.
\p
FUTURE
"1 11 1 1
X111 u lle�k w3y q.0
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SAN SEW R LAT PROPOSED 20'
N\
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2C SIG
L. -Il- Ilu ROpOSED W
'5' 1 NN PAINTED YELLOW SOLIVLINES
N�-Z, N
L
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<1\ NN, EsmT
PAINT "FIRE LANE - N
�A EMERGENCY XCCES§, PARKING" ON PAVEMENT—` ----------
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$VQ NOT. ENTER" SIGN ASPHALT
ON A� H �ALJ,
AV 24' EMERGENCY .... ...............
_,-EXIS G
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,--BOLLARDS c 408.9b . ..... . ..... �4
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w/ MASONRY RET. . .......
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N, DOM. PROJECT NO:16.0042
N,
N,
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INDEX TITLE:
L9
Nr
N,
N,
NI . ........
No
N.
"N" N, St b
NN N -Al
IN N,
v vNN
No
N, SHEET NO: 6 of
15
20' HT. LIGHT POLE 30 0 30 60 90 -
12' HT. LIGHT POLE SCALE: I" = 30' DATE: 11/21/16
■ ■ 7 ■ 7
30 0 30 60 go
MANAGED SLOPES
■ ■ ■ ■ ■
SCALE: 1 1DATE:�
11/21/16
'i
,i
.. 1
•I
a
f
■ ■ 7 ■ 7
30 0 30 60 go
MANAGED SLOPES
■ ■ ■ ■ ■
SCALE: 1 1DATE:�
11/21/16
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EX. CG
a =a 0 0 m ��
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mic F. MYERS
ic. No. 33028
11/21/16
[ SHEET NO: 8 of 15
30 0 30 60 90
SCALE: 1 30' DATE: 11/21/16
•
rt
[ SHEET NO: 8 of 15
30 0 30 60 90
SCALE: 1 30' DATE: 11/21/16
IN
475
470
465
460
—n
U
SIGHT DISTANCE PLAN
-11-1-11.11-1--, .... . .. ......... ....... .. . --- - ............ .. ....
/3
70
65
60
L SIGHT DISTANCE PROFILE
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-11-1-11.11-1--, .... . .. ......... ....... .. . --- - ............ .. ....
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65
60
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�SP�C�=I-FWERT,—�l-= �30'-�—O�Rii—�
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ic. No. 33028
0
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DATE: 11/21/16
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DRNOO GE
MERG 140
�, P
ff
w
f
Ikf
f
r
i
r
FENNO
Drainage Area A Land Cover (acres)
Forest/open Space (acres)
Managed Turf (acres)
Impervious Cover (acres)
Project Name:
Hate;
Site Information
A Sons 1 13 Soils I C Soils I D Soils
Total
Post -Development Project i
lume and Loads)
Enter Total 4 !f Area (acres) 4
or=_2=navP1nnmpnt t anti Cover facres)
onct_noxi =tnnmPnt I anti Cnvpr facresl
1511 1 111 1
« _. _
FConstants
"Annual Rainfall (inches) _
4
ITarget Rainfall Event (inches)
1,00
"Total Phosphorus (TP) EMC (mg/L)
0.26
=Total itiitrogen (TN) EMC (mg/L)
1 86
?Target TP Load (lb/acre%yr)
0,1
,PI (unitless correction factor)
Q,9O
Ri tinnff Cnpfficien is f Rv1
Totals I Land Cover Rv
ra
Total Phosphorus Available for Removal in D.A. A (lb/yr)
Post Development Treatment Volume in D.A. A (ft)
1 A -A CROSS SECTION
_._......__._..._.._...._........_____.___..._..----._._._...._._..............___ _. .............................
SP1I No SCALE
j MH OPENINGT
13.33' WEIR @347.90' -----� I
A Soils
8 Soils
C Soils
D Soils
Forest/OpenSpace
8"
01
72" CMP INLET PIPE
0.05
Managed Turf
0.15
0.20
t3.22
t} 2S
Impervious Cover
0 5
= User
8'
1 A -A CROSS SECTION
_._......__._..._.._...._........_____.___..._..----._._._...._._..............___ _. .............................
SP1I No SCALE
j MH OPENINGT
13.33' WEIR @347.90' -----� I
18" OUTLET PIPE = 344.50'-""'0
12.5"x 12.5" ORIFICE = 344.50'
B -B CROSS SECTION
SPI I NO SCAIS;-----�--__----_-T
Hydrograph Report
HydrafioW Hydrograptis ExSen51 n.forAutoCAtis
8"
Hyd. No. I
= 20,588 cult
Predevelolped
= 85
8"
67
72" CMP INLET PIPE
H2*
72" CMP INLET PIPE
8-
Drainage area
J
3.33
TRASH RACK
thifffid
= 0.0%
To method
= User
8'
= 3.04 in
18" OUTLET PIPE = 344.50'-""'0
12.5"x 12.5" ORIFICE = 344.50'
B -B CROSS SECTION
SPI I NO SCAIS;-----�--__----_-T
Hydrograph Report
HydrafioW Hydrograptis ExSen51 n.forAutoCAtis
Civ!13M2014 by Autggb,4. I- 11C
Hyd. No. I
= 20,588 cult
Predevelolped
= 85
Hydrograph type
= SCS Runoff
Storm frequency
= 1 yrs
Time interval=
2 min
Drainage area
= 3:730 ac
Basin Slope
= 0.0%
To method
= User
Total precip„
= 3.04 in
,Storm duration
= 24 hm
Mendgy. 11/21(2016
Peak discharge = 10.17 cfs
Time, to peak
= 716 min
Hyd. volume
= 20,588 cult
Curve number
= 85
Hydraulic length
= Oft
Time of conn, (Tc)
= SAO min
Distribution
= Type 11
Shape factor
= 484
Hydrograph Report
HydraBq`N Hydmgmphs E teslon for AutoCAPw CPA 3N& 2p 14 by Autodesk; Inc. v10.;
Hyd. No. 3
Time to peak
Predevelolped
Hyd, volume
Hydrograph type
= SCS Runoff
G1.(efs)
= 1 yrs
Hyd.
Na. 1 -- i Year
Drainage; area
=. 3:730 ac
Q (cfs)
12:00-----�
To method
= User
Total. procip,
= 3,04 in
Storm duration
!zoo
90.00 ....... _...
........_..
...._
.._..... .. .. .....
...........
.. ... _... _.......10.00
Reservoir name
= 72 IN Detention Pipe.
Max. Storage
= 5,988 Cuft
&orayo Lad Darer, memos used.
E
a,� ____
72 IN Pipe
__
_
i.
$.a
6.00
. ---
---` ----�
5.00
4.q0 -
._._
...._.
_ ._. :.:...
.......
,..... _...
_. 4.00
2.40 -�-
--
- 2.00
0.00 ��
^�•*Na^
0.00
0 120 .240
360X480
600
720 840 a60
1080
1200 1320 1440
Time
(min)
.. Hyd No:'1
Hydrograph Report
HydraBq`N Hydmgmphs E teslon for AutoCAPw CPA 3N& 2p 14 by Autodesk; Inc. v10.;
Hyd. No. 3
Time to peak
Postdeveloped
Hyd, volume
Hydrograph type
= SCS Runoff
Storm frequency
= 1 yrs
Time interval
= 2 min
Drainage; area
=. 3:730 ac
Basin Slope
= 0.0%
To method
= User
Total. procip,
= 3,04 in
Storm duration
= 24 tars
-Monday; ii l 2112016,
Peak discharge
= 12.84 cis
Time to peak
= 716 min
Hyd, volume
= 26,765 cult
Curve number
= 91
Hydraulic length
= 0 ft
Time. of cork, (To)
= 5.00 min
Distribution
= Type 11
Shape factor
= 484
Postclevetoped
{cfs) Hyd. No. 3 -- 1 Year
Hydrograph Report
Hyerefow Hydrogmps E#eosion
1g(AutOCADA Civ113D® 2014 by Autodesk, me. v10.3
Meriday, 11 1 211 2016
Hyd. No. 5
O-
72 IN Pipe
N co
pQUJ�
Hydrograph type
= Reservoir
Peak discharge
= 6,131 cfs
Storm frequency
= 1 yrs
Time to peak
= 722 min
Time interval
= 2 min
Hyd. volume
= 26,760 cuft
Inflow hyd. No.
= 3 - Postdeveloped
Max. Elevation
= 361.92 ft
Reservoir name
= 72 IN Detention Pipe.
Max. Storage
= 5,988 Cuft
&orayo Lad Darer, memos used.
E
72 IN Pipe
Q, (cfs}
iiyd. No. 5 -- 1 Year
Q (cfs)
14.00 _........... 14.00
10.00
4.00 -- -- -- - 4.00
2.00 - - 2,00
0.00 _J_�L
0 120 240 364 480 600 720 840 960.960. 1080 72001320 1440 1501320 1440 1500
- Hyd No. 5- Hyd No. 3 [1ii!.? Total storage used = 5,088 cult Time (min)
a
2' MH FRAME
AND COVER
36" CMP RISER
FLOOR ELEV = 344.50'
STORMWATER, NARRATIVE
THE WATER QUALITY PORTION OF THE SITE MAY BE SATISFIED BY THE PURCHASE OF OFFSITE NUTRIENT CREDITS (2.38 LBS/YR).
THE NUTRIENT CREDITS WILL COME FROM A NUTRIENT BANK WHICH IS IN OR ADJACENT TO OUR (HUC) HYDROLOGIC UNIT CODE.
WATER QUANTITY REQUIREMENTS WILL BE PROVIDED BY SATISFYING THE ENERGY BALANCE METHOD FOR REDEVELOPMENTS.
dQposr :!� QPRE (VPr&/Vaasr)(IF) IF = 0.80 for site > 1 AC
'*ALL BELOW VALUES PERTAIN TO THE QNasr S 10.17 cfs (20,588 cu ft/26,765 cu ft)*(0.8)
11 -YR 24 HOUR STORM EVENT
6.13 cfs S 6.26 cfs
iQw = 6.13 cfs 1 -yr Outflow 72" Pipe EB
Ow = 10.17 cfs Onsite Pre. Dev. ENERGY BALANCE SATISFIED
Vm = 20,588 cu ft Onsite Pre. Dev.
VP== 26,765 cu ft Onsite Post. Dev.
ENERGY BALANCE TOTAL
1
I L F. M YERS
ic. No. 33023
�d Q�.
!60 1�1 11/21/16
6
> - "- E
O-
C
N co
pQUJ�
° vm� E
o1 431
.
�...
�
C
N
E
0
1
I L F. M YERS
ic. No. 33023
�d Q�.
!60 1�1 11/21/16
6
i
BEEN
i
t
-s
s
1A
-w
i
s
DOM.
PROJECT
,lS 4�...
it
INDEX TITLE:
sptt
SHEET NO: 11 of 15
DATE: 11/21/16
TREE CANOPY CALCULATIONS
COMMERCIAL SITE AREA = 3.73 AC
10% TREE CANOPY REQUIRED = 16,248 SF
PROPOSED CANOPY= 32,271 SF
TOTAL TREE CANOPY = 32,271 SF > 16,248 SF OK
PARKING LOT TREE REQUIREMENTS 5ET TRUNK PLUMB. 5E.E -i
1 TREE PER 10 SPACES PLAN5 FOR EXACT LAYOUT 1
192 SPACES PROVIDED AND 5PACING.
TREES REQUIRED = 19.2 �'—
TREES PROVIDED = 30 OK TREE TIES, sEE 5PEC5.
LANDSCAPING WITHIN PARKING AREA COMMERCIAL: 1-1 /2" 5Q. OAK 5TAKES —
PROPOSED PARKING AREA: 64,139 SF SET 180 DEGREE5 APART
5% PLANTING REQUIREMENT: 3,207 SF
PLANTING AREA PROVIDED: 11,424 SF > 3,207 SF DK FINI5HED GRADE
APPLY 3" OF MULCH AII`TER
PLANTING AND WATER
STREET TREE REQUIREMENTS THOROUGHLY
1 TREE PER 50' STREET (EACH SIDE) W COMPACTED EARTHI o
WATERING BERM d"
200' OF ENTRANCE ROAD
TREES REQUIRED = 8 EXI5TING GRADE
TREES PROVIDED = 10 OK
PLANTING PIT. SEE 5PEC5 FOR
EXACT REQUIREMENT5,, PLANTING
501L, AND
LANDSCAPE PLAN LEGEND: AMENDMENT5.NTiNG 501L
c�
REMOVE BURLAP � 5TIRING
} AR —AGER RUBRUM FROM TOP 1/3 Of ROOT
BALL TWO TIME5 BALL
UND15TURBED 501L DIA. (MIN)
TM — TATARIAN MAPLE
(j:), TREE PLANTING DETAIL
SSP%/ NOT TO SCALE
IGey
Quantity
Botanical Name
Conon ;Mame
Size ! Cal.
Canoe
Total
Canopy
Remarks
LARGE DECIDUOUS TREES
AR 29 rubrurrt �ieci ap1e
'1'12" — 1�r¢'
397 11,613
FAce
PO cus alusiris Pira Oat€
.............
I!'—13'�°'
370 11,7{l
—L-3
SMALL ORNAMENTAL DECIDUOUS 'TREES
AT 9 Acer tataricum Tartadan Maple 6-7' 107 6,313
BROADLEAVED EVERGREENS SCREENING
CS 425_--
Aronia arbubfoha
Brill �int Red C1 olcel erry
1'-1'l7 7 2,975
ICanopy Grand Total 1 32,271 I...
vi
SITE PLAN 30 0 30 60 90
SCALE: 1 = 30'
SCALE: 1" = 30' DATE: 11/2/16
ONE
IBM
0
vi
SITE PLAN 30 0 30 60 90
SCALE: 1 = 30'
SCALE: 1" = 30' DATE: 11/2/16
SIZE HKANUI
VALVE THE
WATER MAIN
WATER
M,J. PLUG
PIPE SLOT BROOKS
(2 PLACES) 2200 SERIES
COVER LIFT NOTCHI
12 3/8"
WATER
CAST IRON LID
-1" METERS
(5/8'
NOTES:
(1) UNPAVED AREAS (PREFERRED LOCATION): PLASTIC BROOKS 2200 SERIES WITH
6" EXTENSION OR APPROVED EQUAL.
(2) PAVED AREAS (ALTERNATE LOCATION): CAST IRON BINGHAM and TAYLOR No. 6015 -IB
OR APPROVED EQUAL. USE 6" OF BRICK and/or BLOCK TO INCREASE DEPTH TO 24
(3) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID.
(
TYPICAL �5 METER BOX
��13 N-O-TT-OSCALE -
SLOPED AREA
FRAME 8c COVER
(SEE FIG. S-1-D,E) STREET SURFACE OR
NON --PAVED AREA
V-0" MAX
CG -p
NOTES:
2. C'OWRX fO RE CLASS A.) if CAST �t PLAtX
1. C,% 't CVG & OUTTER,HAVINO A RA JA
Of 5w mr, OR LESS (OV�t��,j
CACE QF
CURB)
ATRIN
4 x'Ofk
Wife VM1,40 OVEN-MW0 0ANNA0,
:AmE
t A_pC L)01,yoM or, IHE,CLp3 &lWyqR ' I
SAk',' BE WMSTRUC7,D PARAIft TO THE SODPE
W skeSASE CGIUR5tta WTO !.tE OUTH OF
INE 0AVEWNT,
OF QG-6
l
3) ON ROAD0
WAY , Al"N'm
im wpavx A oi�
THE ROAD OE"m mwx ft lHt SECT"
09m
- - -----
EEE COMBINATION 6" CURS AND GUTTER
Tai
*RISIMAMEPARTNEAT OF TRMSPORTATRA
CG -6 DETAIL
NOT TO SCALE
TYPICAL DESIGN
SEE 0
12,48 1 MAX
AA OF
_-A
SECTINN :.A -A
4'
a1 aT
.. . . . . . . ... TYPE A
WITH BUFFER STRIP
SECTION 9,-Q
FOR GENER& N97E5. ON THE OfTECT41L-E WARNN-3 3105FACE, $EE SHEET 4 V
'14 TO BE �, 'TION THAT , USE S*FWA
THIS MEN "SED FOP CONSTPUI, , T WCORPOR�XES W � L1410INC
iv,vire),nWIRED AT Top QFcuR5 RWF� WidiAYV CoRg RPIR LFF;:GTH z, FEET FOR :"IFR
A 4'%�JARC LANOINWA '3rwAfiE LA%'u1Vq,'l'
AREA OUTUDE OF -sil& OUTWE OF X11
TP?AIELWAY SHALL TRAVELWAY SHALL
W1744 9� R�JVVEQ, 01THIN
THE VAAKV) THE MARKEV
CROSSWAL,
K AREA_RCRO',SW" AREA -
0 SS ALK GFOSSINALK
"v
TYPICAL PLACEMENT
TYPt,^AL PLACEMENT AT INTERSECTION CROSSWAUS
AT INTERSECTIONDIAGONAL PLA�EMENT
WITHIN� ,CRbtS1INALK V11THIN C'POSSWALK DIAGONAL PLACEMENT
(WITH BUFFER STRIP). kXjITH 14'OFFER TMP
CG -12 DETECTABLE WARNING, SU�RFACE
TYPE. A (PERPENDICI)LAR) APPLICATICIA777Q,
VIRGINIA bEtAATWnl', T OF TANs�WQPTATIVII V
6 CG -12 DETAIL.
Pt )NOT TO SCALE
HITH WuE TH.44 1510 WID
.
(COAT RODS
.. ...
WITH BITUMINOUS PAINT)
H51,
THAN:
ON
THREADED COUPLING
PVC SLEEVE
2. GQWl'ftVE TO HE CLASS A3 ;F CAST N PLACM,
(TYPE B
PVC NIPPLE AND CAP
RUBBER COATED STEEL
STEPS OR APPROVED
OR
fALONIS rg QF G?ftl 4t4, s AID FOR .15
RAPAL
0
BRASS NIPPLE AND CAP
3'-0" iMIN
I
LUBRICATE ALL THREADS
THRUST BLOCK
EQUAL CAST IN PLACE
(_0
METER BOX (SEE FIG. UN -7)
VALVE BOX
X
N
N
PRECAST REINFORCED
SURFK
�mf, FOR C0 6 AS S40WNi N
APP
�VIX A OF THE VDO' RPAU DE=N MANUAL,
NO. 57 STONIE
M.J. FITTING -\
CONCRETE SECTIONS
2" PIPE SLOPED
12 _M I N
Lx
TO DRAIN IF
"0" RING SEALS
GRADE ALLOWS
16" MAX
12"
VARIES
VARIES 2" GALV. OR
BRASS PIPE
MINIMUM ELEVATION
2"
THREADED TAP
I
/-2" RAMM
PLUG
SV86A5E
DIFFERENCE ACROSS M.H. 5"
DEAD END
4'-0"
(TYPE "A")
rP
TYPICAL
BLOW -OFF
ASSEMBLY
\
`P 1 3f
Z
-
NOT
TO SCALE
PIPE SLOT BROOKS
(2 PLACES) 2200 SERIES
COVER LIFT NOTCHI
12 3/8"
WATER
CAST IRON LID
-1" METERS
(5/8'
NOTES:
(1) UNPAVED AREAS (PREFERRED LOCATION): PLASTIC BROOKS 2200 SERIES WITH
6" EXTENSION OR APPROVED EQUAL.
(2) PAVED AREAS (ALTERNATE LOCATION): CAST IRON BINGHAM and TAYLOR No. 6015 -IB
OR APPROVED EQUAL. USE 6" OF BRICK and/or BLOCK TO INCREASE DEPTH TO 24
(3) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID.
(
TYPICAL �5 METER BOX
��13 N-O-TT-OSCALE -
SLOPED AREA
FRAME 8c COVER
(SEE FIG. S-1-D,E) STREET SURFACE OR
NON --PAVED AREA
V-0" MAX
CG -p
NOTES:
2. C'OWRX fO RE CLASS A.) if CAST �t PLAtX
1. C,% 't CVG & OUTTER,HAVINO A RA JA
Of 5w mr, OR LESS (OV�t��,j
CACE QF
CURB)
ATRIN
4 x'Ofk
Wife VM1,40 OVEN-MW0 0ANNA0,
:AmE
t A_pC L)01,yoM or, IHE,CLp3 &lWyqR ' I
SAk',' BE WMSTRUC7,D PARAIft TO THE SODPE
W skeSASE CGIUR5tta WTO !.tE OUTH OF
INE 0AVEWNT,
OF QG-6
l
3) ON ROAD0
WAY , Al"N'm
im wpavx A oi�
THE ROAD OE"m mwx ft lHt SECT"
09m
- - -----
EEE COMBINATION 6" CURS AND GUTTER
Tai
*RISIMAMEPARTNEAT OF TRMSPORTATRA
CG -6 DETAIL
NOT TO SCALE
TYPICAL DESIGN
SEE 0
12,48 1 MAX
AA OF
_-A
SECTINN :.A -A
4'
a1 aT
.. . . . . . . ... TYPE A
WITH BUFFER STRIP
SECTION 9,-Q
FOR GENER& N97E5. ON THE OfTECT41L-E WARNN-3 3105FACE, $EE SHEET 4 V
'14 TO BE �, 'TION THAT , USE S*FWA
THIS MEN "SED FOP CONSTPUI, , T WCORPOR�XES W � L1410INC
iv,vire),nWIRED AT Top QFcuR5 RWF� WidiAYV CoRg RPIR LFF;:GTH z, FEET FOR :"IFR
A 4'%�JARC LANOINWA '3rwAfiE LA%'u1Vq,'l'
AREA OUTUDE OF -sil& OUTWE OF X11
TP?AIELWAY SHALL TRAVELWAY SHALL
W1744 9� R�JVVEQ, 01THIN
THE VAAKV) THE MARKEV
CROSSWAL,
K AREA_RCRO',SW" AREA -
0 SS ALK GFOSSINALK
"v
TYPICAL PLACEMENT
TYPt,^AL PLACEMENT AT INTERSECTION CROSSWAUS
AT INTERSECTIONDIAGONAL PLA�EMENT
WITHIN� ,CRbtS1INALK V11THIN C'POSSWALK DIAGONAL PLACEMENT
(WITH BUFFER STRIP). kXjITH 14'OFFER TMP
CG -12 DETECTABLE WARNING, SU�RFACE
TYPE. A (PERPENDICI)LAR) APPLICATICIA777Q,
VIRGINIA bEtAATWnl', T OF TANs�WQPTATIVII V
6 CG -12 DETAIL.
Pt )NOT TO SCALE
NOT TO SCALE
3000 PSI CONC. BASE
CBENCH SLOPED TO FLOW
HANNEL 1/4" : V MIN
2
NOTE:
BRANCH
ALL CONNECTIONS TO
EXISTING MANHOLES SHALL
BE CORED AND A FLEXIBLE
CONNECTION BOOT
INSTALLED
HITH WuE TH.44 1510 WID
2'_0"
NOTES:
H51,
THAN:
"WEDG-LOK" TYPE
2. GQWl'ftVE TO HE CLASS A3 ;F CAST N PLACM,
Lo
RUBBER COATED STEEL
STEPS OR APPROVED
fALONIS rg QF G?ftl 4t4, s AID FOR .15
RAPAL
THL CW�Pjh OF CU" MAY BE 4611G50 N1, VU0
3'-0" iMIN
EQUAL CAST IN PLACE
b,
OTHEMMSF, TPS DEPTH PS TO OF 1V AS SHOWN,
NO AD40TWNT IN THE 'ME N V3 TO RE ?AXIS
F(A A DECRtA3E OR AN WCXASE 94 MPttl,
X
N
N
PRECAST REINFORCED
SURFK
�mf, FOR C0 6 AS S40WNi N
APP
�VIX A OF THE VDO' RPAU DE=N MANUAL,
CONCRETE SECTIONS
12 _M I N
Lx
"0" RING SEALS
4
16" MAX
12"
MINIMUM ELEVATION
I
/-2" RAMM
SV86A5E
DIFFERENCE ACROSS M.H. 5"
4'-0"
FROM INLET TO OUTLET
SHALL BE 0.20 FEET.
AOCEPTAOLC AL TERI4 I Alivt
CONCRETE-,
IF CURB IS EXTRWED
VARIES
STANDARD
6 "CURB
DEPTH OF FLOW
FILLETS
RO&O AW, JAIOVE ST4
VAfAMA WAITWNT OF TRXIVaMTATION
ICHANNEL TO BE
3/4 DIAMETER OF
CONTRIBUTING
a
SEWER.
4
12" FLEXIBLE CONNECTIONWITH
A FILLETED INVERT FOR A SMOOTH
STAINLESS
STEEL
TRANSITION OF FLOW BETWEEN
BAND
INLET &I OUTLET PIPE SHALL BE
PROVIDED.
MIN. 6" BEDDING
_j
NOTE W/ NO, 68 STONE
:D
0
1. BEDDING THICKNESS REQUIREMENT
SHOWN IS MINIMUM AND SHALL BE
SPECIFICALLY DETERMINED
BY THE CONSULTANT FOR 'THE SOIL CONDITIONS.
2. THE CONSULTANT WILL DETERMINE
WHETHER MANHOLE!S SHALL HAVE
EXTENDED OR NON -EXTENDED BASES.
3. ALL JOINTS, LIFT HOLES,
INLETS, OUTLETS TO BE SEALED & GROUTED
INSIDE AND OUT.
MANHOLE WITH BRANCH
TIE-IN DETAIL_
.... . ........ -
....... .. .
NOT TO SCALE
3000 PSI CONC. BASE
CBENCH SLOPED TO FLOW
HANNEL 1/4" : V MIN
2
NOTE:
BRANCH
ALL CONNECTIONS TO
EXISTING MANHOLES SHALL
BE CORED AND A FLEXIBLE
CONNECTION BOOT
INSTALLED
1 3 IICG-2 DETAIL
s P 1 V NOT TO SCALE
7
DI -1 DETAIL
SP13
)_NOT TO SCALE
NITF, wtiEu „,EDEV,11,A ACCESS, k, TE
A COWERCJ,L ENTR"�.E
THE CIRCSS 'LS PE SHALL VE V. MCI
A WIDTH V Q FEET,
A-I STREET rwPAOAt�H �w I E GENERAL NOTES
LE A iomNE RwAOIAIAY Q11EE N 7 3r
1,1 WK,11 Ul,�E;-, t4 WITH 5'T4C'lARU C�;
IR&-jJJ5 T(,l EE I)R CC -t, THE: O�RO FNCE �)N TW� ��T-'�MRD I� T,",
WD"4N 40,1,jl;72b T,0 M47CH THE Vb;XTAeLE 10?C#
c3-6
f i - 2. 5EE SrANOARD ,-3! FDA v.kyF ,E�AGN ro OF�
5I;_,lFVlALV, klll;Elll 'MIH
SOOVALK
�EE
NDTEEV ENT 2,HALL HE CQNSTHiXTEG TO THE
QFjlv_ I
FLOW i. NAINLIUE PAY
RP4 LINE �EVXPT AA�
A, MAUI
OMITTED IN THE E
re(Wi0el) Frl
b ,T
All"
4. Wa,`LUO .. �U OR VWBIf4ATVli4 ANIyVTTER
SH,�,Li! NOT 3EVUIWITR,J�'TlEt, K*t���%;b THE 0�4 U�
hlT& WIDTH ".V' DR A.�. 141 MAtUNE R04-��AY EXCEil FOR REPEWEVt0 rl.Awosff
DN TY!"KAL --z!Tlax A--,wJ
PLANVIEW ENTRANCE NOTES
WHEN THE ENTMNU RhAl M%NDTVLQIAVQVATF THE
TiMIWX RE*UREMENTS ,"F ANTICIPATC, L, k
NE A0.kMAY 51_0r�E -7 1111,FFll_',,THE t�ETlj FOR -�J.RU PMAPs
��ANu HEAL't''. TA
<L,
'''PPE 1DITRANIE k�NLY',FTHN LIMITS OF THE
li`KREAtEID TO, V", 1,SEE Wt 3z
t.0"N' �
EXE OF ?XVEVENT OR CH
')I�TIGNAL FLOO LIVE 6, PLANS ARE TO INIX'ATE I+Eh ��-;NL17Em GF A FLOW,
�SEE .yE _ �UIRE� Rb
. . . ..... TITHE
� 1; 7G FRDWDE I'GSITNE ACMS5
THE VfTR44CE,
hL w�k ?_THE VFSI17 LIR*LEEO IN THE ALLOANC VAYTAUV,
10 'R,�wui_� Et,,T��4CE &MLE
71V T,4 I I ,, T I
2l'.?,V9VW FOR
CO3"ERCK ENTRNIIC
INTERSECTION NOTES
9. WHEN ((,' 13I 1, -.,ED FO+ FT&EET THE
121 (ONM:£CT ORAL WITH A O,Vr CVP,,ECTrtq hA,15T PE fsE 1 HE7 INlll�H
LIC- AND THE ICQL Ir
I , , E,jT
lyWE 4K010T RMIDEVI-,�q M,41 �UX, V4CI-kUW, STOrPINC�
SECTION A A SfGHTI VALUE 9EQUIRELIEW�',
REOU1RE CF A
PROVIZE rl•,SITVE r-RANA�,E
P
AG95�3 THE
'
ALLOWABLE ENTRANCE GRADE CHANGES
CLA.i �g
3 lu-
sEcriON C -C
HITH WuE TH.44 1510 WID
NOTES:
H51,
THAN:
1. THI$ ATEM WAY BE PrEcW OR CAST ;h' KgE•
2. GQWl'ftVE TO HE CLASS A3 ;F CAST N PLACM,
MiECAST.
3, CM HAVMG A RADIUS OF 300 FEET OR LEM
'
fALONIS rg QF G?ftl 4t4, s AID FOR .15
RAPAL
THL CW�Pjh OF CU" MAY BE 4611G50 N1, VU0
AS 3" m" tg"i) OR WMIEASED i,5kWrH AS
1411, MP 1) zN,' 01MFR THAT I'll. 00 TTOM
oe CURK W16 "wme WITH THE Top OF A
couqw Or THE pwacuf
b,
OTHEMMSF, TPS DEPTH PS TO OF 1V AS SHOWN,
NO AD40TWNT IN THE 'ME N V3 TO RE ?AXIS
F(A A DECRtA3E OR AN WCXASE 94 MPttl,
X
N
N
A. C,�;� &TO f �J$ED I* ROADWAYS KFTNC,
SURFK
�mf, FOR C0 6 AS S40WNi N
APP
�VIX A OF THE VDO' RPAU DE=N MANUAL,
iN SECTION ON GS LRSAN STAWAROS,
Lx
to
/-2" RAMM
SV86A5E
ut
v,.„
AOCEPTAOLC AL TERI4 I Alivt
IF CURB IS EXTRWED
U
STANDARD
6 "CURB
RO&O AW, JAIOVE ST4
VAfAMA WAITWNT OF TRXIVaMTATION
1 3 IICG-2 DETAIL
s P 1 V NOT TO SCALE
7
DI -1 DETAIL
SP13
)_NOT TO SCALE
NITF, wtiEu „,EDEV,11,A ACCESS, k, TE
A COWERCJ,L ENTR"�.E
THE CIRCSS 'LS PE SHALL VE V. MCI
A WIDTH V Q FEET,
A-I STREET rwPAOAt�H �w I E GENERAL NOTES
LE A iomNE RwAOIAIAY Q11EE N 7 3r
1,1 WK,11 Ul,�E;-, t4 WITH 5'T4C'lARU C�;
IR&-jJJ5 T(,l EE I)R CC -t, THE: O�RO FNCE �)N TW� ��T-'�MRD I� T,",
WD"4N 40,1,jl;72b T,0 M47CH THE Vb;XTAeLE 10?C#
c3-6
f i - 2. 5EE SrANOARD ,-3! FDA v.kyF ,E�AGN ro OF�
5I;_,lFVlALV, klll;Elll 'MIH
SOOVALK
�EE
NDTEEV ENT 2,HALL HE CQNSTHiXTEG TO THE
QFjlv_ I
FLOW i. NAINLIUE PAY
RP4 LINE �EVXPT AA�
A, MAUI
OMITTED IN THE E
re(Wi0el) Frl
b ,T
All"
4. Wa,`LUO .. �U OR VWBIf4ATVli4 ANIyVTTER
SH,�,Li! NOT 3EVUIWITR,J�'TlEt, K*t���%;b THE 0�4 U�
hlT& WIDTH ".V' DR A.�. 141 MAtUNE R04-��AY EXCEil FOR REPEWEVt0 rl.Awosff
DN TY!"KAL --z!Tlax A--,wJ
PLANVIEW ENTRANCE NOTES
WHEN THE ENTMNU RhAl M%NDTVLQIAVQVATF THE
TiMIWX RE*UREMENTS ,"F ANTICIPATC, L, k
NE A0.kMAY 51_0r�E -7 1111,FFll_',,THE t�ETlj FOR -�J.RU PMAPs
��ANu HEAL't''. TA
<L,
'''PPE 1DITRANIE k�NLY',FTHN LIMITS OF THE
li`KREAtEID TO, V", 1,SEE Wt 3z
t.0"N' �
EXE OF ?XVEVENT OR CH
')I�TIGNAL FLOO LIVE 6, PLANS ARE TO INIX'ATE I+Eh ��-;NL17Em GF A FLOW,
�SEE .yE _ �UIRE� Rb
. . . ..... TITHE
� 1; 7G FRDWDE I'GSITNE ACMS5
THE VfTR44CE,
hL w�k ?_THE VFSI17 LIR*LEEO IN THE ALLOANC VAYTAUV,
10 'R,�wui_� Et,,T��4CE &MLE
71V T,4 I I ,, T I
2l'.?,V9VW FOR
CO3"ERCK ENTRNIIC
INTERSECTION NOTES
9. WHEN ((,' 13I 1, -.,ED FO+ FT&EET THE
121 (ONM:£CT ORAL WITH A O,Vr CVP,,ECTrtq hA,15T PE fsE 1 HE7 INlll�H
LIC- AND THE ICQL Ir
I , , E,jT
lyWE 4K010T RMIDEVI-,�q M,41 �UX, V4CI-kUW, STOrPINC�
SECTION A A SfGHTI VALUE 9EQUIRELIEW�',
REOU1RE CF A
PROVIZE rl•,SITVE r-RANA�,E
P
AG95�3 THE
'
ALLOWABLE ENTRANCE GRADE CHANGES
CLA.i �g
3 lu-
sEcriON C -C
%Kn� ALLI'AAMI FNTAANCE Tolr IS U01
AVLIPASTLE TO '.aTREET UNNIECTIONS
xvmTr
PEFENENCE METHOD OF TREATUENT
(CONNECTION FOR: STREET INTER5EC
Tl()N5 AND 00 AGER, A - F�NTRANCES.
502 . I L REVInlok DA E
VIRCP41A DEPAFiVVEKIT OF TP,�NirORTATI10,N
CG -11 DETAIL
NOT TO SCALE
FA'CE OF CURB INVERT LINE
2'Co NCRETE TO BE BC CITY MIX CLNS 3S AQ.
2 WHEN USED INITHSTAOILIZCO, OPEN GRADED DRAINAGE
LAYERS, THE BOTTOM OF THE CURS AND OUTTER SHALL
PE CONSTRO.CTED PARALLEL To THE SLOPE OF THE
7-
R
SUP WE COURSES AND TO THE DEPTH OF 'THE,
PAVEMENT BUT NOT LESS THAN THE, THICKNESS SHOWN.
ROLL-TOP CU 'ONG
3,
RQ 3�, GUTTER MAY ffE USED AL
BUILDER'S OPTIM AREA MAY BE
$U1301VISON. STREET$. HAVING A DESIGN SPEED Nor
EA
CONCRETE, ROTTOM OF CURB MAY CoRTER THAN MPH.
�k_FOLLOW SLOPE Of: SUIS -BASE
MINIMUM DEPTH Of 7
S
PROVIDED A,
IS MAINTAINED.
-i-� 2-0'
12" ',
ROLL TOP CURB GUTTER
NOT TO SCALE
4_
OLL TOP CURB
rC I UE
SPI 3
'�RILL
3 ()T To
4,OPAVED SPA"
OR SIDE`Mkk=-q-
watH OF
T
CUTER
PEDESTRIAN ACCESS ROUTE DETAIL
AWDONAL W.Wj WAY IS WOUgED IF THE LUIS OF PEOES04AN
SSS ROUTE EXTEKV ElEYOND EMSTAW, OR PROPOSED vDOT
Alm -OF WAY.
gi PEDEST40AN ACCESS ROUTES PROMDE A CONT&WUS UWM
STA&RM E�FIAND SLIP RESSTA
NI PATH COWC14NG ALL M�wt
W010SOF A FACILITY THAT CBE APPROACRED, ENTERED AM
Ctm. km
ITYSmWAIM PEOESTRITH $ANS, H"IF A"ESS W. 9M ftUTE IS rJAOCNT TO BAI�X OF
WOO. K
I-0PANSION jmr w IF PEOESTRJAN ACCESS ROUTES Vt9 ME SE I�4 pp�vneox 9#4"
TRAVERSAL WGT14 IS REQW
UIRED ITH UAX. 2 ' r
ROSsSLOPE,
mmi f?OACwAy PAY L I 1,MPOSED 7" SIDEWALK IS TO BE POLK0 UONOLITHICALLY MATH ENTRANCE
OR TAY LISNO PCOWSSISLE CONSTRUOTiON JONI WTH PEOUREO 80a,
HALPLAN 2,PROKSED 7' SIDEWALK TO BE CLASS A,3 CONCRETE.,
F
3, REOLWED 8N6 AM, TO IDE 00Wd' PLACED I'LENT M� TO CENTER
CLASS AT 0O&C, W ITIM&FROM i" -DEPTH OF %EWALX, WOO"
FACE OF CUAEI�- RE
a 4, ALL OETA&S -SOI
D DIMENSIONS NOT SHOWN ME TK S*X A$
a CG
L
5- THIS US" WAY ALSO BE APPLIED TO OTWR ENTRAWX STANDARDS
AS THE NEED ARISES,
&WHEIN USED IN CON TION MTH STAWARD "-3 OR CG.7, EHE
CORE FACE ON THIS 5TANDARD 6 TO BE AR TED TO MATCH THE
MOUNTABLE OAS CWW�QRATM�
SECTION A -A 7.51EC STANDARD CO -12 FOP OCIECTABLE WARNING DETAILS,
V, BARS a 12" C -C
PCRNIISSWLE =INSTRUCTION, 4OWT
PERWSSWE COMSTRWTION 1"T
'A JA
-V' AGGREGATE SASE
>;- -,- "" a', 61 ACICREOATE EASE 61' AtZACIGAFE BASE
TYPE ISIZE 21 a 1
ym I Stu 218 TYPE tsze 2f a
SECTION Bt;8
SECTION C -C SECTION 0
SWECiF7CATiON
FtPENC9 XV00T
COMMERCIAL ENTRANCE ROAD AND eMG& STANDARUS.
502 (HEAVY TRUCK TRAFFIC ANTICIPATED)
VIRGINIA 0& 1 ARTA&NT OF TRANSPORTATION 4
8 CG -13 DETAIL
SPI3 NOT TO SCALE
(1ADA PARKING SIGN DETAIL
�SP13) NOT TO SCALE ........... . .......... ....... .... -
�SV
AL
ic. No. 33028
11/21/16
20NAL
HITH WuE TH.44 1510 WID
H51,
THAN:
%Kn� ALLI'AAMI FNTAANCE Tolr IS U01
AVLIPASTLE TO '.aTREET UNNIECTIONS
xvmTr
PEFENENCE METHOD OF TREATUENT
(CONNECTION FOR: STREET INTER5EC
Tl()N5 AND 00 AGER, A - F�NTRANCES.
502 . I L REVInlok DA E
VIRCP41A DEPAFiVVEKIT OF TP,�NirORTATI10,N
CG -11 DETAIL
NOT TO SCALE
FA'CE OF CURB INVERT LINE
2'Co NCRETE TO BE BC CITY MIX CLNS 3S AQ.
2 WHEN USED INITHSTAOILIZCO, OPEN GRADED DRAINAGE
LAYERS, THE BOTTOM OF THE CURS AND OUTTER SHALL
PE CONSTRO.CTED PARALLEL To THE SLOPE OF THE
7-
R
SUP WE COURSES AND TO THE DEPTH OF 'THE,
PAVEMENT BUT NOT LESS THAN THE, THICKNESS SHOWN.
ROLL-TOP CU 'ONG
3,
RQ 3�, GUTTER MAY ffE USED AL
BUILDER'S OPTIM AREA MAY BE
$U1301VISON. STREET$. HAVING A DESIGN SPEED Nor
EA
CONCRETE, ROTTOM OF CURB MAY CoRTER THAN MPH.
�k_FOLLOW SLOPE Of: SUIS -BASE
MINIMUM DEPTH Of 7
S
PROVIDED A,
IS MAINTAINED.
-i-� 2-0'
12" ',
ROLL TOP CURB GUTTER
NOT TO SCALE
4_
OLL TOP CURB
rC I UE
SPI 3
'�RILL
3 ()T To
4,OPAVED SPA"
OR SIDE`Mkk=-q-
watH OF
T
CUTER
PEDESTRIAN ACCESS ROUTE DETAIL
AWDONAL W.Wj WAY IS WOUgED IF THE LUIS OF PEOES04AN
SSS ROUTE EXTEKV ElEYOND EMSTAW, OR PROPOSED vDOT
Alm -OF WAY.
gi PEDEST40AN ACCESS ROUTES PROMDE A CONT&WUS UWM
STA&RM E�FIAND SLIP RESSTA
NI PATH COWC14NG ALL M�wt
W010SOF A FACILITY THAT CBE APPROACRED, ENTERED AM
Ctm. km
ITYSmWAIM PEOESTRITH $ANS, H"IF A"ESS W. 9M ftUTE IS rJAOCNT TO BAI�X OF
WOO. K
I-0PANSION jmr w IF PEOESTRJAN ACCESS ROUTES Vt9 ME SE I�4 pp�vneox 9#4"
TRAVERSAL WGT14 IS REQW
UIRED ITH UAX. 2 ' r
ROSsSLOPE,
mmi f?OACwAy PAY L I 1,MPOSED 7" SIDEWALK IS TO BE POLK0 UONOLITHICALLY MATH ENTRANCE
OR TAY LISNO PCOWSSISLE CONSTRUOTiON JONI WTH PEOUREO 80a,
HALPLAN 2,PROKSED 7' SIDEWALK TO BE CLASS A,3 CONCRETE.,
F
3, REOLWED 8N6 AM, TO IDE 00Wd' PLACED I'LENT M� TO CENTER
CLASS AT 0O&C, W ITIM&FROM i" -DEPTH OF %EWALX, WOO"
FACE OF CUAEI�- RE
a 4, ALL OETA&S -SOI
D DIMENSIONS NOT SHOWN ME TK S*X A$
a CG
L
5- THIS US" WAY ALSO BE APPLIED TO OTWR ENTRAWX STANDARDS
AS THE NEED ARISES,
&WHEIN USED IN CON TION MTH STAWARD "-3 OR CG.7, EHE
CORE FACE ON THIS 5TANDARD 6 TO BE AR TED TO MATCH THE
MOUNTABLE OAS CWW�QRATM�
SECTION A -A 7.51EC STANDARD CO -12 FOP OCIECTABLE WARNING DETAILS,
V, BARS a 12" C -C
PCRNIISSWLE =INSTRUCTION, 4OWT
PERWSSWE COMSTRWTION 1"T
'A JA
-V' AGGREGATE SASE
>;- -,- "" a', 61 ACICREOATE EASE 61' AtZACIGAFE BASE
TYPE ISIZE 21 a 1
ym I Stu 218 TYPE tsze 2f a
SECTION Bt;8
SECTION C -C SECTION 0
SWECiF7CATiON
FtPENC9 XV00T
COMMERCIAL ENTRANCE ROAD AND eMG& STANDARUS.
502 (HEAVY TRUCK TRAFFIC ANTICIPATED)
VIRGINIA 0& 1 ARTA&NT OF TRANSPORTATION 4
8 CG -13 DETAIL
SPI3 NOT TO SCALE
(1ADA PARKING SIGN DETAIL
�SP13) NOT TO SCALE ........... . .......... ....... .... -
�SV
AL
ic. No. 33028
11/21/16
20NAL
INDEX TITLE:
13
SHEET NO: 13 of 15
Lx
fi
INDEX TITLE:
13
SHEET NO: 13 of 15
Lx
INDEX TITLE:
13
SHEET NO: 13 of 15
.A.
LONG, 4 tL" C-0
! Y
S
Lk
ra[ro'a..r nrc. >-te-rzt;z
T'' prAL 0Ef
SEE SHEET €. OF 5
A.. FOR DETAILS
4591 MAX.
CURB
21 MIN, Y� SECTION A—A.
JONT
SECT10 8-1
N 'ITE 4 ..
F* OENER.AL =,ioTES: ON THE. DETECTABLE 'WARN14G SkAFA,''E, SEE SHEET t OF w,
THIS CE51ON TO BE USED FOR (OP6TRUCTi,,;.aid THAT INCORPORATES WIDER slbLw'PLx LANDING
t4' wIDD RZ0 QED ?T TQP OF.!MjRR AWR MKIM fs.AF RftLt %4TH A FUT POR tQ0
tz$ad� T�+iar� TIiiPd;
ANREF OUTSIDE OF
J �J. TRAVELs4AY $HALL
q r"IE PROVIDED V't1THIN
.; THE MARKED'
ori I eR�-va age.
;;Zp�.
RSSWAL..::�
TYPICAL PLACEMENT
TYPICAL PLACEME T AT INTI[ERSECTION CROSSWALK
AT INTERSECTION WITHIN CROSSWALK SSWAL1�
WITHIN C O WALK DIAGONAL 'LACEi� J
(V�ITH I��JFFEI TRI
FERENC G- ET , T; L E WARNING.,
1u TYPE A (PERRENDICULAR.� APPLICATION
VIROINA .UEPA12T3aiE['{T: OF TRANSPORTATION
ORTATION
/11 �t
CG -12 DETAIL
SP1 ---
..............
NOT TO SCALE
no Ctr n 9A
JVPVfl, HIJ1- O VVV 1
95% COMPACTED 21 A
ONSITE PAVEMENT SECTION
NOT TO SCALE
MUR501 I!
T`YPE A
WITH I QFFER STRIP
AREA ETRE L
TRAdELht1AA'darH.�:i.L
AE PROVO -Elf WITHIN
THE ti REG,
catOSSWAU( A Va EA.—,s
7
V,
v
t�
053 W paL K.
T UAA NAL PLACEMENT
)WITH BUFFER STRIP
tdv.A() AND SMUtuE STA4
fitEYIF1fw DATE I SHEET
NOTE:
ALL DETAILS APPLY TO A DETACHED OR ATTACHED
DUMPSTER ENCLOSURE. GENERAL CONTRACTOR TO
VERIFY w/ CIVIL AND ARCHITECTURAL PLAN FOR
EXACT LOCATION OF DUMPSTER ENCLOSURE.
X
----------------
I
I
i
POURED CONCRETE
j FOOTING POSTS
^� LOCKING PIN RETAINER
SEE STRUCT. DWGS
FOR FOOTING INFO
FIELD BRICK HARMAR
#627 ; T—WASHINGTON
ANTIQUE S.B. FLASHED
SCH. 40 GALV. FENCE
POST AND GATE w/
"BEIGE" TREX
WOOD—POLYMER
LUMBER SLATS TO
MATCH BUILDING.
PROVIDE GATE LOCKING
PINS AND PIN
RETAINERS w/
PROVISIONS FOR PAD
LOCK.
NOTES:
1. DUMPSTER WALLS TO BE W-0" HIGH.
2. PROVIDE CONC, PAD, MALLEABLE STEEL CENTER STOP/HOLD, AND SLEEVES FOR
THE GALV. LOCKING PINS IN THE OPEN AND CLOSED POSITION.
3. PROVIDE 6" DIA. PROTECTIVE STEEL BOLLARDS FILLED W/ CONC, AND PROVIDE
4. CONC. DOME TYP. SEE PLANS FOR LOCATIONS. PAINT SAFETY YELLOW.
5. FINISH TO MATCH BUILDING.
1 Brick Dumpster Enclosure
�jP1 NOT TO SCALE
DOWNTOWN RACK
Submittal Sheet
CAPACITY 2 Likes
MATERIALS ?'x2"x3fl6'squaretube -.mildsteet
2" x 2'x i7g squarz tribe - stalnless steel
FINISHES �. -Galvanized
An after fabrication hot dipped galvanized finish Is
our Standard option, 250TGIC_powder coat colors,
thermoplastic coating; PVC dip, and stainless steel finishes
are alsoavailableas alternate options;
PowderCoat
.Our powder coat finish assures -a high level ofadhesion and
durabifity by following these seeps:
1. Sandblast
r Epoxy primer electrostatically applied
3. Final thick TGC polyester powder coat
Thermoplastic
In addition to an increased thickness f 3-1.6rn FIs), the
thermoplastic finish offers supenorimpact resistance over
powder coating.
Ej 5talnles5
Stainless Steel: 304 grade stainless steel material finished in
either a high polished shine or a satin finish.
_n
MOUNT F] In -ground
I�ground 5urtace OPTIONS In ground mount is embedded into concrete base. Specify
in ground..mvurit forthis.option.
Surface.
Foot Wont has two 2.5"x6"x:25" feet with two anchors per
feet Speclryfoot .thountfor this option -
Rail
Ralf Rail Mounted Downtown Racks arebolted to two parallel
rails which can be left freestanding or anchored to the
ground. Rails are heavy duty. 3?X1:4"x3/16" iPilcl<galuapized
mounting rails, Specify rail mountfor this option.
SETBACKS
Typical Bicycle Racy Detail
SP1 NOT TO SCALE
WIDTH VARIES
4,000 PSI Concrete at 28 Days
6" -- -
COMPACTED SUBGRADEq 12'r
6" VDOT 21A 95% COMPACTED EACH WAY
TYPICAL PAVING SECTION
7 CONCRETE PAVEMENT & DUMPSTER PAD
SP14 NOT TO SCALE
el
DOM. PROJECT
INDEX TITLE:
S P"t 4
DATE: 11/21/16
+f
•4
t
1
�■n■
ME
0
DOM. PROJECT
INDEX TITLE:
S P"t 4
DATE: 11/21/16
+f
•4
t
1
DOM. PROJECT
INDEX TITLE:
S P"t 4
DATE: 11/21/16
45° > -EE o
max
2 L aNNQ m
1 a< 2
=yam °
a E
p 45°
_Cl1CIX' 4 I max 7" COMPRESSION x 3/4" MALE PIPE COUPLING a -t tiT
PLUG OR APPROVED EQUAL E e� U
4 I 4 < PLACE 5' GALVANIZED WITNESS POST WITH
PED
DS PAINTED BLUE IN REM
I J I J AEAS
Q ASPDIRECT��D. MARKER LOCATION MAYOTE BE SU BJECT
2 I ❑ J) TO HIGHWAY DEPARTMENT APPROVAL. GOOD FOUNDATION MATERIAL.. ROCKY FOUNDATION MATERIAL
I
I 1 „ TYPE „K„
SOFT COPPER `
FOR USE ON ATTACHED SINGLE FAMILY
RESIDENTIAL SERVICES OR DUAL RESIDENTIAL FINISHED GRADE
AND IRRIGATION SERVICES.
FOR ALL BENDS FOR TEE OR WYE FITTINGS 1°x1"x1" TEE
WIDEN TRENCH TO ��� . \� � ��4
\ i` `' 24" IN INITIAL 24'MIN
------------
ACCOMMODATE 8" 8„ 8'> BACKFILL g" 8 +�► ��+
ANCHOR IF ❑ I i MIN MIN.1 MIN
REQUIRED. NOTE: ADJUSTABLE VALVE BOX W LID \. -�'
in PER
M NO SWEATED FITTINGS GINGHAM �c TAYLOR FIG. 0. 4905 ��' 6 BEDDING
" `'F q #68 STONE
I I N ,.7�,��/ �1A%<l✓`�"�%iH.�'/ i�'111/rl,'iL�„
BEDDING AS i D 4 z u � � �(SCREW TYPE) OR APPROVED EQUAL *
REQUIRED
DUAL SERVICE f STABLE SOIL ROCK
1" COMPRESSION x 3/4" MALE PIPE COUPLING d'
OR APPROVED EQUAL z NI. * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL ®,
PLUG` !r STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND
COPPER
SOFT \�
45� Q0e. THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF o
MIN MIN #68 STONE. mic F.Mi iZ
T T ' ❑ #F i'No.33028
FOR USE ON DETACHED SINGLE FAMILY Qel
I3
SECTION 1- 1 SECTION 2- 2 RESIDENTIAL SERVICE WHERE AN IRRIGATION Q
METER IS NOT PROVIDED. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION s 11/21/16
M J GATE VALVE
PIPE
DEGREE
BEND DIMENSIONS
VOL.
TEE AND PLUGS
VOL.
SIZE
OF
(FEET)
CU.YD.
(FEET)
CU.YD.
BEND
L
H
T
L
H
T
90
2.50
2.50
3.01
0.24
4" & 6"
45
2.00
2.25
2.60
0.15
2.00
2.25
2.50
0.15
22 1/2
1.50
2.00
2.52
0.10
11 1/4
1.50
2.00
2.50
0.10
90
3.66
3.16
3.21
0.48
45
2.66
2.66
2.77
0,26
8
22 1 /2
1.66
2.16
2.69
0.13
3.16
2.91
2.66
0.32
11 1/4
1.66
2.16
2.67
0.13
90
4.83
3.83
3.42
0.83
10" & 12
' 45
3.33
3.58
2.95
0.43
3.83
4.00
2.83
0.52
22 1/2
2.33
2.58
2.86
0.24
11 1/4
1.83
2.33
2.84
0.18
ONAL
SINGLE SERVICE
f y
NUTS: ------------
1) SADDLES SHALL BE USED ON PVC PIPE. ------------
CAST IRON LID _INITIAL BACKFILL
UNSTABLE 8" 4'MIN 8" 4'MIN
_ _ - - - - _T FINISHED GRADE 8" 8" m
III lil ; loll ll�l=-Ilil 111=1111 1111=III=III Til- I SOIL MIN. MIN...._,_ I # 8 STONE
MIN MIN 6
-I I- 1=1 10"-7s" I- BROOKS 2200 SERIES Box wlrH WATER ' LINE
_ EXTENSION OR APPROVED EQUAL O GRANULAR FILL AS
1/4 BEND COUPLING (IF REQUIRED) -I I 11- O
MUELLER NO, H-15069 (1") LOCKWING II- -� IN UNPAVED AREAS a \ ti!
BALL la I APPROVED BY ACSA
NO. H-15068 (1 1/2„ ?") -II \:• >,.% S�\�r. Y \jgg a.:�
FORD NO. L02-44 (1 ") VALVE _I I III IQ �
N0. L02-66 (1 1/2") OUTLET) i - v!!� U
(INLET & I=i I i STABLE SOIL OR ROCKS STABLE SOIL OR ROCK`-,
NO. L02-77 (2") 36" MIN. _ _ COPPERSETTER �---�
OR APPROVED EQUAL III 11 I ( I I McDONALD 2.0-209 WWDD 33 NOTE
I I I( I I OR APPROVED EQUAL 2500 P.S.I.
CONCRETE 2'x 2' BEARING AREA. 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 5� z„ 5:
THRUST BLOCK
METER a a Q 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED �4 CID �
ABOVE THE INITIAL BACKFILL.
1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANCES DIRECTION, CHANGES BRICK As
NECESSARY a a a . 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS,
SIZE, DEAD ENDS AND AT VALVES.CORPORATION STOP (1", 1 1/2", 2") °
2. USE 2500 P.S.I. CONCRETE. MUELLER No. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED
FB -60
3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 0
FORD N0. FB -600, OR�
4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE eeC SIZE OF APPROVED EQUAL ° IN THE TRENCH.
5. BELL HOLES SHALL BE DUG OUT IN ALL CASES.
ALL THRUST BLOCKS.
w
NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. oCD
DUCTILE IRON WATER PIPE
CONCRETE THRUST BLOCK DETAIL IYUICAL S.-E-R.Y.10E LATERAL I..NSTALLATIOi� TYPICAL GATE VALVE INSTALLATION & BEDDING
NOT TO SCALE NOT TO SCA HOZ' TO SCALE _._.......... ._ ._...___.__.____._ _ .
NOT TO SCALE _ ........ _. _. __ _.___..._,_.
co
o�co
w�
PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE NOTE: HYDRANT MUST BE < g�
WITH PART V, SECTION G OF THESE SPECIFICATIONS.
KENNEDY GUARDIAN (K -81A) EQUIPPED WITH CHARLOTTES- i
MLLE THREADS WHICH IS W
(4) 1" (25mm) DIA HOLES MUELLER CENTURION (A-423)
OR APPROVED EQUAL THE LOCAL STANDARD.
ON 32 3/4"LE. (834mm) DIA
BOLT CIRC2" (51mm) LETTERS
O 6'
(RECESSED FLUSH)
SET DOGHOUSE BASE w'a •° EXISTING SANITARY MIN
LENGTH OF BRANCH VARIES
1" ON CONCRETE BLOCKS SEWER PIPE
[25mm] ., � (270°) 2' TO 10'
East Jordan Iron �` �- DOGHOUSE OPENING SHALL n. , ". +. MIN. 12" CLEARANCE r�
Works 00104316 BE PREFORMED BYV rL
BETWEEN EXISTING PIPE / I
MANUFACTURER OR " g i" AND STONE BEDDING
(2) CLOSED t
SAW cur To FIT PIPE: REMAINING BACKFILL SHALL+
5 N PICKHOLES NOT CONTAIN ROCK MATERIAL 7 OU. FT. 181,
P � OUTSIDE DIAMATER VALVE BOX >`
1 1/2„ PLUS 6°.68 STONE _
[38mm] 12" THICK VDor 36' MIN LARGER KHAN 5" IN ANY #
No. 68 STONE BEDDING DIMENSION
8"x8%16" AND 4"x8"x16"
SOLID CONCRETE BLOCKS 24"W VD
CENTER W/RISER DOGHOUSE MANHOLE BASE INTIAL BACKFILL*
WALL (4 EACH) EMBEDMENT 8 MIN (6" LIFTS) 36"MIN v`o°o o` VALVATE
0 0 * THOROUGHLY COMPACTED
'S' MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING Dvy D D o °
BE CONSTRUCTED AS SHOWN AROUND EXISTING PIPE BY HAND OR APPROVED '�� o �' D"; " 8 X 6
W (2) CORED WITH 3,000 PSI CONCRETE SPRING LINE "vh ;'- - TEE
PICKBARS ON FIGURE S -1-A OR NON -SHRINKING GROUT II'`i o
MECHANICAL TAMPER a
1 1/8" (29mm) DIA BOSS OF PIPE - - HAUNCHING
2500 P.S.I. CONCRETE l ,.
NO. 68 STONE - - - - - - SASE AND THRUST ' .' D '`' �y��yaa }"�
27 1/2" DIA 1 7/2 TO FLOW ACRETE MIN. BEDDING 6' max UNDISTURBED STABLE
BLOCK AGAINST'' `` W
WRAP EXISTING PIPE WITH
[38mm] NEOPRENE GASKET MATERIAL 4" min I 11
[699mm] OF S BEYOND BASE BEFORE FILLING THE OPENING SOIL. i
_ FOUNDATION SHALL BE TEFL PILE
26 1/4" DIA 7 OF STRUCTURE
NEOPRENE SECURED BY 2 NON- ( �
[667mm] [178mm] 26" DIA 1 1/2 CORROSIVE STRAPS, 1 ON
EACH SIDE OF OPENING REQUIRED WHEN SOIL 7-
1660mm [38mm] 3/4" THREADED RODS TO c>1/4" (6mm) DIA 3 1/8" CONDITIONS ARE UNSTABLE WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS. r� U�
I 24" DIA NEOPRENE GASKET [79mm] 12" MIN. CAST -IN PLACE (ALL PIPE) A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED t--�-i �!
606mm 3,000 PSI CONCRETE BASE THE VAL'✓E TO THE HYDRANT WITH 2-3/4"
f-� [ ]- FOUNDATION SECTION VIEW THREADED RODS IN ADDITION TO POURING OR ASPHALT COATED
28 7/16" DIA I 5/8" 23" DIA
'I NOTE CONCRETE. IF NECESSARY, A STEEL PILE �I �
[722mm] [16mm] [584mm NOTES: SHALL BE USED AS ADDITIONAL SUPPORT
36" DIA 25" DIA
[914mm] [635mm] 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW 1 .OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE
O.D. OF GASKET GROOVE FLOW TO THE EXISTING PIPE. BACKFILLED ENTIRELY WITH NO. 21A STONE. NOTE
FRAME SECTION SECTION 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE.
2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED
3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6"
OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE.
BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN STONE SHALL BE PROVIDED 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT .gra
ACCORDANCE WITH THESE SPECIFICATIONS. 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" ( INCLUDING DITCHES ) r --i 6i
3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND
BEDDING OF NO. 68 STONE VALVE BOX. H
4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH.
IT IS NOT ALLOWED IN THE DITCH.
5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP
HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF
REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE p(�� PROJECT N0:1j°'
PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY.
INDEX TITLE:
LJ
t5
MANHOLE FRAME AND COVED DETAIL "DOGHOUSE" MANHOLE DETAIL SANITARY SEATER INSTALLATION DETAIL TYPICAL FIRE HYDRANT ASSEMBLY DETAIL SHEET NO: 15 Of 1
NOT --T0 --SCALE------�----_______ �----._--_-------- - NOT TO SCALE NOT TO SCALE NOT TO SCALA-�------
DATE: 11/21/16