HomeMy WebLinkAboutSUB202000032 Plan - Other (not approved) 2020-06-29ROAD PLAN
LEGEND
EXISTING NEW DESCRIPTION
BENCHMARK
SITE PROPERTY LINE
ADJACENT PROPERTY LINE
--------------
VACATED PROPERTY LINE
0
0
BUILDING SETBACK
PARKING SETBACK
ACCESS EASEMENT
10
10
PARKING COUNT
- 1.00' -
DIMENIONS
-- -- -
GRADING EASEMENT
- - -310- - -
10
INDEX CONTOUR
310-----
1
INTERVAL CONTOUR
311X.5
SPOT EVELVATION
X10
311.5 TC x
5781XC
TOP OF CURB ELEVATION
311.5 TW x
5781X
TOP OF WALL ELEVATION
311.5 B W x
5781XW
BOTTOM OF WALL ELEVATION
RETAINING WALL
STAIRS
BUILDING
ROAD -EDGE OF PAVEMENT
ROAD- CENTERLINE
ROAD -FRONT OF CURB
ROAD BACK OF CURB
-
CG-2 STANDARD 6" CURB
CG-6 STANDARD 6" CURB AND GUTTER
CG-12 STANDARD ACCESS RAMP
SIDEWALK
BIKE PARKING
PARKING SURFACE
CROSSWALK
HANDICAP ACCESSIBLE AISLE
HANDICAP PARKING
CONCRETE/PAVEMENT-SIDEWALK
RIPRAP
ASPHALT
GRASS
EC-3 MATTING
EC-2 MATTING
WETLAND
---------,
TREELINE
X
X
FENCE
STREAM
UTILITY EASEMENT
UTILITY POLE
♦
LIGHT POLE
OVERHEAD UTILITY
m
m
OVERHEAD UTILITY GUY
O
0
MANHOLE
STORM LINE
ROOF DRAIN
RD
RD
I I
DRAIN INLET
DRAINAGE EASEMENT
STORM DRAINAGE EASEMENT
S
SEWER LINE
S
S
SANITARY EASEMENT
W
W
WATER LINE
0
0
WATER METER
0 V
WATER VALVE AND BOX
O
tg
FIRE HYDRANT
WATER EASEMENT
GAS
GAS LINE
OWNER/DEVELOPER
R. D. P. D. LLC
905 LEIGH WAY
CHARLOTTESVILLE VA, 22901
ZONING
LI - Light Industrial - industrial, office, and limited commercial uses (no residential use).
Property subject to SP200100046 and SP 200400028.
Property lies within the entrance corridor overlay district.
Property has portions within steep slopes overlay district (managed steep slopes).
DISTRICT
Scottsville
SOURCE OF TITLE
DB 3508-160.
DB 657-234 Plat
STEPBACK
Front : For each story that begins above 40 feet in height or for each story above the third story,
whichever is less, the minimum stepback shall be 15 feet
Side and Rear: none
SOURCE OF BOUNDARY AND TOPOGRAPHY
Boundary and Topographic Information is provided by Roger W. Ray & Assoc.,INC.
Managed slopes are taken from Albemarle County GIS
BENCHMARK
Datum for topography is NAVD 1988
FLOODZONE
FEMA flood insurance rate map (community panel 51003C0407D), effective date February 4, 2005 shows this property is not within
zone AE and no portion of the property lies within the 100-year flood plain.
RESERVOIR WATERSHED
This site is within the Moores Creek Watershed.
This site is not within a watershed of a public water supply.
WATER & SANITARY SERVICES
This project lies within the ACSA jurisdictional area for both water and sewer.
GENERAL CONSTRUCTION NOTES
1. Prior to any construction within any existing right-of-way, including connection to any existing road, a permit shall be obtained
from the Virginia Department of Transit (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 the 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 (horizontle:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be
acheived.
6. Paved, rip -rap or stabilization amt 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 othrewise noted all concrete pipe shall be reinforced concrete pipe - Class III.
9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part
1926).
GENERAL WATER & SEWER NOTES
1. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The Contractor will be responsible for
notifying the proper service authority 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 contractors 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 Albemarle County Service Authority.
4. Datum for all elevations shown in National Geodetic Survey.
5. The contractor shall be responsible for notifying "MISS UTILITY" (1-800-552-7001).
6. All water and sewer pipes shall have a minimum of 3.5 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 provided 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).
11. All public water and sewer facilities shall be dedicated to the Albemarle County Service Authority.
12. Backflow prevention is required for all connections to the water main.
ITE Trip Generation
AM
PM
WEEKDAY
Use Description
ITE
Qty
IV (GFA)
IN
OUT
TOTAL
IN
OUT
TOTAL
IN
OUT
TOTAL
Industrial
130
26
1000
9
2
11
2
8
10
45
46
91
Trip generation reflects AM and PM peak hour traffic.
AVON INDUSTRIAL PARK
EXISTING USE
Industrial Park
PROPOSED USE
Industrial Park.
9 Buildings to separate parcels.
SF
AC
%
Lot 1 =
26,440.92
0.607
7.4 %
Lot 2 =
26,440.92
0.607
7.4 %
Lot 3 =
26,484.48
0.608
7.4 %
Lot 4 =
24,524.28
0.563
6.9 %
Lot 5 =
14,505.48
0.333
4.1 %
Lot 6 =
18,033.84
0.414
5.1 %
Lot 7 =
17,990.28
0.413
5.1 %
Lot 8 =
17,990.28
0.413
5.1 %
Lot 9 =
183,213.36
4.206
51.5 %
TOTAL
355,623.84
8.164
100%
PARKING
Required:
NOTE: The required parking spaces will be provided per the approved final site plan for the property, SDP200400057.
2 spaces per employee & 2 spaces for facility vehicles on site.
1 employee and one facility vehicle on site during daytime hours
5 spaces per unit includes 1 handicap space per unit
Total Provided = 64 spaces plus 16 handicap spaces
LANDSCAPE NOTES
Landscaping shall be provided per SDP200400057 sheet 4. Contractor shall verify landscaping on site matches landscaping
required by site plan.
GENERAL NOTES
1. The information and data shown or indicated with respect to the existing underground utilities at or contiguous to the site
are based on information and data furnished to the owner and engineer by the owners of such underground facilities or
others. The owner or engineer shall not be responsible for the accuracy or completeness of such information or data. The
contractor shall have full responsibility for confirming the accuracy of the data, for locating all underground utilities, for
coordination of the work with owners of such underground utilities during construction, for the safety and protection thereof
and repairing any damage thereto resulting from the work. All of these conditions shall be met at no additional cost to the
owner. The contractor shall contact "Miss Utilities" of Virginia at 1-800-552-7001 prior to the start of work.
2. When working adjacent to existing structures, poles, etc., the contractor shall use whatever methods that are necessary to
protect structures from damage. Replacement of damaged structures shall be at the contractor's expense.
3. The contractor shall be responsible for protecting all existing site structures from damage and coordinating work so that
the owner can make necessary arrangements to modify/protect existing structures from damages.
4. The contractor shall be responsible for notifying all utility owners, adjacent land owners whose property may be impacted
and the Virginia Department of Transportation prior to completing any off -site work.
5. Contractor shall notify and coordinate all work involving existing utilities with utility owners, at least 72 hours prior to the
start of construction.
6. Contractor shall immediately report any discrepancies between existing conditions and contract documents to the owner
and engineer.
7. Contractor shall submit for the approval of the owner submittals of all specified materials listed in the plans, to include
shop drawings, manufacturer's specifications and laboratory reports. the owner's approval of submittals will be general and
will not relieve the the contractor from the responsibility of adherence to the contract and for any error that may exist.
8. All bare areas shall be scarified, limed, fertilized, seeded and mulched.
9. All trees, saplings, brush, etc. shall be removed from within the right of way and the drainage easements.
10. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated.
11. Retaining walls require separate building permits.
12. All water service lines, sanitary laterals, and sprinkler lines must be visually inspected by the Albemarle County Building
Department from the main to the structure.
13. ALL water lines, sewer lines, and fire lines from the main to the structure MUST have a visual inspection preformed by the
building department.
GENERAL PRELIMINARY SUBDIVISION NOTES
1. This property does not lie in a dam break inundation zone.
2. There are no known places of burial in the property.
3. This property is not within an Albermale County and/or City of Charlottesville water supply watershed or an
agricultural -forestal district.
4. This property does not lie within a stream buffer(s).
"SNOW STORAGE YARD" SP 200400028 NOTES
1. All buildings covered with light gray siding.
2. Light on side of entrance of entrance door to back buildings.
3. All fences visible from Avon Street shall be 8' high wood fence.
4. All mechanical equipment & dumpsters will be in screened lots.
5. No stored items greater than 8' in height will be allowed in the front 8 lots or the southernmost lot in the back row.
6. Two loading areas provided as by code and for use of tenants in loading and unloading supplies, equipment, etc.
7. 2 inch depression around all drainage drop inlets.
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.
S U B202000032
TAX MAP 90, PARCEL 35
ALBEMARLE COUNTY, VIRGINIA
VICINITY MAP SCALE : 1 °=2000'
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Map provided by Google.com
SHEET INDEX: 7 SHEETS
C1 COVER SHEET
C2 EXISTING CONDITIONS
C3 LAYOUT PLAN
C4 UTILITY PLAN
C5 GRADING PLAN
C6 SANITARY SEWER & WATER
PROFILES
C7 WATER & SEWER DETAILS
APPROVALS
Current Development Planner
Date
Current Development Engineer
Date
Architectural Review Board
Date
Fire Official
Date
Building Official
Date
Albemarle County Service Authority
Date
Virginia Department of Transportation
Date
SHIMP
ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
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ROAD PLAN
AVON INDUSTRIAL
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ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020.02.18
REVISION:
1) 2020.05.01
2) 2020.06.24
FILE NO.
COVER SHEET
SHEET C1 of C7
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912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
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SUBMISSION:
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2020,02, �I Q
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REVISION:
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ROAD PLAN
AVON INDUSTRIAL
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ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020.02.18
REVISION:
1) 2020.05.01
2) 2020.06.24
FILE NO.
SITE LAYOUT
SHEET C3 of C7
19.022
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REVISION:
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2) 2020.06.24
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FILE NO.
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19.022
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APPRX--LOCATION EX. / TOP = 644.27 -� \ - \ / 45° END _ - �� - s s S
—W —w — — —
FN
SAN LAT FRDM,1895AVON SHALL NEW 10 - 636.10 NEW DO HOUSE MH �6 / MH W 8" SDR-26 SAN WVCONNECTED TO NEW * ---1 2 s—s—/� s —s —s —s s s s s s s ss s s s s s s s s —ems s— s s �— 8 x �4 TEE s s s� s s s EXISTING PRIVATE 1" WATE WATER VALVE GYP. SER7fC� (�YP�—
NEW 20' ACSA WVX. ASSUMED SAN. WV�- G X ASSUMED - - - _ \ /
EASEMENT 0 ❑LAT. LAT. \ I �I /
I �" , — x
x I I I � I �V x
EXISTING 1 EXISTING 1 EXISTING 1 \\ I
I
LOT 4 STORY I LOT 3 STORY LOT 2 STORY LOT 1 EXISTING 1 � 10.0'
I FRAME 0.608 AC FRAME FRAME 0.607 AC STORY / RANCH 2
0.563 AC I HP 0.607 AC
KNOX KNOX FRAME APPROXIMATE
KNOX KNOX HP LOCATION 4" PVC
BOX x x BOX BOX x BOX \ LATERAL EXISTING
❑ ❑ I ❑ ❑ ❑ NE 8" ❑ ❑
P. l T
B— P — — — — P . . — — z — — — HP . HP — 77- SDRX26 — — HP &--P
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VARIABLE — x" x — x x x x x x x x x A
WIDTH ACSA WIDTH ACSA I BRANCH 5- / s SNOW POINT LN T I \
1 C I NEW 8" SDR-26 SAN — _ / NE 1 B H SAN LAT. BRANCH 4-I EASEMENT I EASEMEN _ =6�4 - — — _ _ = _
TYPE —s —s _ s —s —s s s W'—S s —s s s —s —s —s —s s — s — s NEW 1" WATER ERVI I
\ I
BOA NEV / , NEW 8 X 6 T E *w CORP. STO CO ��
— — — Dq MH 4" CL. 3 DIP 1INWL Ln CUR 8 x 4 RE z (TYP.) NEW 8" CL. 52 DIP WL N (TYP.) —w —w 90° BENd
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/ w i RR * - — w �" - 46 - w — PC - PC E '
/ ENGINEERING
Y = — — J / — — — — — — — — — - — — S N.
x NG I P I LAND PLANNING -PROJECT MANAGEMENT
KNOX KNOX / KNOX SERVICE WATER KNOX KNOX \
BOX LOT 5 WM I I LOT 6 BOXBOX 0.333 AC 0.414 AC - -- � LOT 7 \ 912 E. HIGH ST. 434.227.5140
I -
EXISTING 1 I I EXISTING 1 0.413 AC EXISTING 1 LOT 8 EXISTING 1 EXISTING 1
STORY I STORY STORY 0.413 AC STORY I STORY / CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
FRAME FRAME P FRAME P FRAME -PC LOT 9 FRAME /
I GATE GATE JGATE GATE GATEI GATE 4.206 AC
MANAGED GATE x X x X x x
GATE x HP° . I
SLOPES I ❑. —�� �.� /�-646----HP� X ❑�-- ❑ ❑ _ ❑
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MANAGED
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GIS
MANAGED
SLOPES
GIS
SLOPES GIS
w—w —w —w
—
ROAD PLAN
AVON INDUSTRIAL
PARK
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020.02.18
REVISION:
1) 2020.05.01
2) 2020.06.24
FILE NO.
UTILITY PLAN
19.022
SHEET C5 of C7
30 0 30 60 90
Scale: 1 "=30'
650
645
640
635
630
650
645
640
635
10+50 11+00 11+50 12+g0
)BRANCH 2 WATER L NE PROF LE 8" D P
VERTICAL: 1 " = 10'
HORIZONTAL: 1 " = 30'
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625
620
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HORIZONTAL: 1 " = 30'
-
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— — — — —
— — — —
(1) NEW 1" PRIVATE SERVICE LINE
m—
(3) NEW 1"PRIVATE SERVICE LINE
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HORIZONTAL: 1 " = 30'
655
650
645
640
635
655
650
645
640
635'
630
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BRANCH 4 WATER ENE PROF LE 8" D P
VERTICAL: 1 " = 10'
HORIZONTAL: 1 " = 30'
12+00
12+50
655
650
645
640
635
630
5' 5"
w w
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8� PR VATS ROAD SECT ON
C6 / SCALE: 1 " = 10'
CONTRACTOR SHALL
FIELD VERIFY SANITARY
LATERAL ELEVATION
BEFORE INSTALLATION
SHIM
ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
v . SH P >'
...445T
.. . 4 83
21,
�s`S�ONAL E�
ROAD PLAN
AVON INDUSTRIA
PARK
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020.02.18
REVISION:
1) 2020.05.01
2) 2020.06.24
FILE N0.
19.022
SANITARY SEWER &
WATER PROFILES
SHEET C6 of C7
C6
SEWER SERVICE LATERAL CONNECTION NOTES:
1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE
AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS
INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE
LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE
TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED
TO THE MANHOLE.
2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL
BE CONNECTED USING A PIPE SADDLE.
3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% �Q
(1 /4" PER FOOT )
4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2MIN
DIAMETER OF 4".
mom
5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
OF 3 FEET.
01
SALT
TREATED
FINISHED GROUND 2 x 4
MARKER
PLUG END OF
MAIN LINE SECTION SERVICE LATERAL
45.0' 0"
IN LINE WYE-TEE
PLAN
VARIES
R
SEWER SERVICE LATERAL CONNECTION
N.T.S.
FIG. S-2
TD-33
SEWER SERVICE LATERAL
1 CONNECTON
C7 Not To Scale
7
45-
ox
J
1
T
SECTION 2-2
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
22 1/2
2.00
1.50
2.25
2.00
2.60
2.52
0"-9
0.10
2.00
2.25
2.50
0.15
11 1 /4
1.50
2.00
2.50
0.10
90
3.66
3.16
3.21
0.48
8„
45
2.66
2.66
2.77
0.26
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
1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES
SIZE, DEAD ENDS AND AT VALVES.
2. USE 2500 P.S.I. CONCRETE.
3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT.
4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF
ALL THRUST BLOCKS.
NTS
FIG. W-3
TD-3
6 CONCRETE THRUST BLOCKS
C7 Not To Scale
JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC.
SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY.
VARIES
101f
5' 10, 5'
ILI
WATER SEWER
3 �
E7
O E
LOCATION OF OTHER UTILITIES
(GAS, ELECTRIC, TELEPHONE, CABLE, ETC.)
EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM
WATER & SEWER 30' MINIMUM
w SEE PART 3, PARAGRAPH DI SEPARATION OF WATER & SEWER SYSTEMS.
UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT
90° TO THE RIGHT OF WAY.
UTILITY LOCATIONS & EASEMENT WIDTHS
NTS
FIG. W-1
TD-1
UT E TY LOCAT 0NIS �C
2 EASEMENTS WIDTHS
C7 Not To Scale
FRAME & COVER
(SEE FIG. S-I-D,E)
STREET SURFACE OR
NON -PAVED AREA
SLOPED AREA
1'-0" MAX
2'-Orr
RUBBER COATED STEEL
STEPS CAST IN PLACE 3'-0" MIN
PRECAST REINFORCED
CONCRETE SECTIONS 12" MIN
"0" RING SEALS 4 16" MAX
MINIMUM ELEVATION a
DIFFERENCE ACROSS M.H. 5" 4'-0" 5`
FROM INLET TO OUTLET
SHALL BE 0.20 FEET.
DEPTH OF FLOW CONCRETE VARIES
CHANNEL TO BE FILLETS
3/4 DIAMETER OF
CONTRIBUTING =
SEWER. a e a
A FILLETED INVERT FOR A SMOOTH g 12"
TRANSITION OF FLOW BETWEEN
INLET & OUTLET PIPE SHALL BE
PROVIDED. MIN. 6" BEDDING
NOTE W/ NO. 68 STONE
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 MANHOLES SHALL HAVE
EXTENDED OR NON -EXTENDED BASES.
3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED
INSIDE AND OUT.
TYPICAL MANHOLE SECTION
SHOWING BRANCH TIE-IN
N.T.S
FIG. S-I-A
TD-25
TYP. MANHOLE SECT ON
7 -
C7 Not To Scale
COVER LIFT NOTCH
12 3/8"
WATER
CAST IRON LID
1L7ii�ISt/
NOTES:
(1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS.
TYPICAL METER BOXES
(5/8"-1" METERS)
NTS
FIG. W-7
TD-13
TYP. METER BOXES
3 5/8" - 1" METERS
C7 Not To Scale
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
INITIAL BACKFILL
BEDDING
8 STONE
* STABLE SOIL ROCK
* SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL
STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND
THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF
#68 STONE.
FOUNDATION IN POOR SOIL UNDER -CUT CONDITION
4•1MI INITIAL BACKFILL 4�MI
UNSTABLE 8" 8"
SOIL- _ MIN. MIN. MIN MIN. #68 STONE
`-=�RANULAR FILL AS
APPROVED BY ACSA
S ABLE SOIL OR ROCZ STABLE SOIL OR ROC
NOTE
1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES.
2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED
ABOVE THE INITIAL BACKFILL.
3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS.
4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED
IN THE TRENCH.
5. BELL HOLES SHALL BE DUG OUT IN ALL CASES.
DUCTILE IRON WATER
PIPE INSTALLATION & BEDDING
NTS
FIG. W-2
TD-2
DUCT LE RON WATER
s PPE INSTALLAPON & BEDDNG
C7 Not To Scale
1' COMPRE'$SICN Y . /4' MALE PIPE COUP04
OR A PROVED E[UAL
7' TYPE •I�
0
SOFT COPPER
I USE ON ATTACHE-ii 9NGLE FAMILY
PESIGEµ1IAL SERACES GR D-L RE;IL'ENIIAL
L
�_
- 1"R,`R1"
r
TEE
wIo- ]RI;ICATLON �xw,:Es
NOTE:
No E:•NE+TE7 FlTLINGS
C1
::-uAL SERVICE
R
1" COMFRES9;3N • 3fi' MALE PI-E CC!i LING
EDU•AL
I" TYPE 'W
OFT 90PPER
4L�PPROVE]
FOR I:SE OH KIACHED 1J%GLE.FAm1LV
REalOfr4aAL 51 10E WHERE AN IRR16ATION
METER IS Fl PROLIDEX
SINGLE SERVICE
IWTE
1] 1• DLD� SHALL BE USED ON PVC NNE
Ck$.T IRON UP
FlM 7HE0 GRADE
Ir
LOcrc mnc
EAU-
pULi
METER
It aox
-I
a6• MIN.
-
y nH�E-�ETIETr
1/&'13END OnLIPLINC g
1
F
GOIRPOR,yT1pN SrOP
,$ANO OR OVST UNDER
�'-`_ti T.
:rr..t.'E.T.F��- I" 0 FAIN PPE; 12'
9W6 I%Nn �TTEA (2-LHCH
LIRNLN T}i S704ES51
i�'4,:I�
- -
STOPtR
4:; .r"y�. LANC STONE POC1fEF. V707
;:`; 5-EC. 7n3. ISO. 57 AIXA'�EGATE
TYPICAL SERVICE
LATERAL
INSTALLATION
(5/8"
& 11'
METERS)
NTS
FIG- III
TD-10
TYP. SERV CE LATERAL NSTALLAT ON
4 5/8" & 1 " METERS
C7 Not To Scale
96'
-
+� 2W R
_ 26'
++}}pp pp
2p'_j
TYP.'
20'
i '
26'
96' DIAMETER 60-FOOT "Y'
MINIMUM GLEARAPICE
CUL-DE AL
AROUND A FIRE
HY13RATJT
28' R
&D
~I
� ~
13a
Typ
I I
7D'
ryry ��yy
20'
L�Al
TYP.'
28'
2U'
ACCEPTABLE ALTERNATIVE
1217' hlAMhfERI'1EAC1
TO 12(Y HAMMERHEAD
FIGURE D103.1
DEAD-END FIRE APPgRATUS ACCESS ROAD TURNAROU ND
11 HAMMER HEAD DETAIL.
C7 Not To Scale
NOTE: HYDRANT MUST BE
EQUIPPED WITH CHARLOTTES-
VILLE THREADS WHICH IS
1
THE LOCAL STANDARD.
LENGTH OF BRANCH VARIES
6' MIN 2' TO 10'
(270')
18"-22"
7 CU. FT. ALVE BOX
#68 STONE
42°MIN e; 6" GATE
•>�.L VALVE
E X 6„ T
TEE
2500 P.S.I. CONCRETE
BASE AND THRUST
BLOCK AGAINST
UNDISTURBED STABLE
SOIL. STEEL PILE
RESTRAINED JOINT FITTINGS
WHEN THE SOIL IS DISTURBED OR WHEN
A HYDRANT IS LOCATED IN A FILL, IN ADDITION
TO POURING CONCRETE, A STEEL PILE SHALL
BE USED AS ADDITIONAL SUPPORT.
NOTE
1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE.
2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT
( INCLUDING DITCHES )
3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND
VALVE BOX.
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
PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY.
TYPICAL FIRE HYDRANT ASSEMBLY DETAIL
N.T.S.
FIG. W-4
TD-8
TYP. ERE HYDRANT ASSEMBLY
9 D ETA L
C7 Not To Scale
T,
usZ
�N
PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE
WITH PART V. SECTION G OF THESE SPECIFICATIONS.
SET DOGHOUSE BASE < EXISTING SANITARY
ON CONCRETE BLOCKS SEWER PIPE
DOGHOUSE OPENING SHALL "', MIN. 12" CLEARANCE
BE PREFORMED BY ° BETWEEN EXISTING PIPE
MANUFACTURER OR �" AND STONE BEDDING
SAW CUT TO FIT PIPE ..
OUTSIDE DIAMATER .A:.
PLUS 6".
✓ 12" THICK VDOT
No. 68 STONE BEDDING
8"x8"x16" AND 4"x8"x16"
SOLID CONCRETE BLOCKS
CENTER W/RISER DOGHOUSE MANHOLE BASE
WALL (4 EACH)
I IIIIIIIIII III III IIIIIIIIIIIIIIIIIIIII III IIi llillillillill ill ill llllllllllll llllllllllll 111 111 lllllllllll ill ill ills
MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING
BE CONSTRUCTED AS SHOWN AROUND EXISTING PIPE
ON FIGURE S-1-A WITH 3,000 PSI CONCRETE
OR NON -SHRINKING GROUT
ALLOW CONCRETE WRAP EXISTING PIPE WITH
TO FLOW A MIN. NEOPRENE GASKET MATERIAL
1'-0" BEYOND BASE BEFORE FILLING THE OPENING
OF STRUCTURE NEOPRENE SECURED BY 2 NON-
CORROSIVE STRAPS, 1 ON
EACH SIDE OF OPENING
12" MIN. CAST -IN PLACE
�+ 3,000 PSI CONCRETE BASE
III III IIIIIIIIIIIIII III III IIIIIIIIIIII IIIIIIIIIIII III III ,III FOUNDATION SECTION VIEW
II Illllllllll 111 111 lllllllli
NOTES:
1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW
FLOW TO THE EXISTING PIPE.
2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE.
3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6"
OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE
BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN
ACCORDANCE WITH THESE SPECIFICATIONS.
TYPICAL MANHOLE BASE
SHOWING "DOGHOUSE" INSTALLATION
N.T.S
FIG. S-1-Al
TD-26
TYP. MANHOLE BASE SHOW NG
5 "DOGHOUSE" NSTALLATON
C7 Not To Scale
FINISHED GRADE
1TI711 D T1T fT=T1 T1TI7 fTTI T1TI7 fTTI
a
TRENCH
° REDUCER
a/
e
-
-2500 P.S.I. CONCRETE THRUST BLOCK
- - - - - - - - - - - - - - - - - e- - - - - - - - - - - - - -
UNDISTURBED SOIL
8 18" MN.
i-
PROFILE VIEW
UNDISTURBED SOIL - EDGE a.
- - - OF TRENCH- 4 24 MN.
------- ------ - - - - - - -
-�---
REDUCER g' MN.
a� -
e
2500 P.S.I. CONCRETE THRUST BLOCK-
e MN.
- - - - - - - - - - - - - - - - -
UNDISTURBED SOIL - EDGE
OF TRENCH a'd t__t24!' MN.
NOTES: PLAN VIEW
• NOT TO SCALE
• NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE
PLASTIC SHEETING AS PROTECTION FOR BOLTS.
• 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF
TRENCH, OR AS APPROVED BY THE ACSA.
• 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE
ACSA.
• CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH.
• THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF
ALL THRUST BLOCKS.
TYPICAL REDUCER THRUST BLOCK
NTS
FIG. W-3D
(4) 1" (25mm) CIA HOLES
ON 32 3 4" (834mm) CIA
BOLT CI CLE. 2" (51mm) LEFFERS
-0
O
(RECESSED FLUSH)
J
1.
[zsmm7
r
I A/Q P2) CLOSED
ICKHOLES
SP\V
y
1/2•
D
[3Bmm]
O
m
O o
E
W (2) CORED
T
PICKBARS
1 1/8" (29mm) DIA BOSS
D27
m
m
1/2" DIA
[699mm]
26 1/4" DIA
, 1
[3Bm]
7'
[667mm]
[178mm]
1 1/2•
25" DIA
660mm]
NEOPRENE GAIA
[3Bmm]
[79'mm]
24- DW
OF
[606mm]
m
m
26 7/18- DIA
[722m
E 5 5/8- 23" DO,
m
[52 J
DIA
[914mm]
DIA
[53 DIA
635mm]
FRAME SECTION
O.D. OF GASKET GROOVE
SECTION
TYP. WATERY GHT MANHOLE
12 ERAM E & COVER
C7 Not To Scale
TD-7
10TYP. REDUCER THRUST BOCK
C7 Not To Scale
- -L='E 'L I E IT, EfS " POST WITH
E E I' TE L.E I . REMOTE AREA5
I E TE _ F E L -mfl `d MAY =E S1.3.0CT
v T. HI. H.,- , E := T. E T - POVAL,.
FINISHES ,r. E -
;I• I
- M11.I;JSTABLE TRAFFIC HATEII
2,�LVE BOX 5d/ LIC
u
N
N
L ---
M.o. GATE VALVE
WA TEn LI `4 E
IF 41 1
2500 P-S.I.
CONCRETE P 2'x 2` BEARING AREA
THRUST BLOCK d
a
NOTE IN REMOTE AREAS. VALVE BOXES SHALL EXTENT] SIR (6) INCHES ABOVE GRADE.
TYPICAL GATE VALVE
NTS
FIG. W-5
HIM
ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
�I
v . SH P >
Lie. 4 83
ROAD PLAN
AVON INDUSTRIAL
PARK
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020.02.18
REVISION:
1) 2020.05.01
2) 2020.06.24
FILE N0.
19.022
WATER & SEWER DETAILS
Tl]=9
SHEET C7 of C7
13 TYP. GATE VALVE
C7 Not To Scale C7