HomeMy WebLinkAbout11/10/2021 - Planning Commission - Agenda -RegularPlanning Commission Meeting
AGENDA
Wednesday, November 10, 2021, 7:00 PM
Council Chambers, City Hall, 114 North Broad Street, Salem, Virginia
WORK SESSION
1.Call to Order
2.New Business
A.Discussion items from the November Meeting
Discussion of items from the November 10, 2021, regular session agenda.
B.Discussion of Bylaws
Continue the discussion of proposed bylaws.
3.Adjournment
REGULAR SESSION
1.Call to Order
2.Pledge of Allegiance
3.Consent Agenda
A.Minutes
Consider acceptance of the minutes from the October 13, 2021, work session and regular meeting.
4.New Business
A.Simms Farm Section 2
Consider the request of Simms Property, LLC., property owner/developer for approval of the
amended subdivision plan for a 4.549 acre tract known as Simms Farm Section 2.
5.Adjournment
City Council meeting, November 29, 2021, 6:30 p.m.
Community Room, Salem Civic Center, 1001 Roanoke Boulevard
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Planning Commission Meeting
MINUTES
Wednesday, October 13, 2021, 7:00 PM
Work Session 6:00PM Council Chambers Conference Room, City Hall, 114 North
Broad Street
WORK SESSION
1.Call to Order
A work session of the Planning commission of the City of Salem, Virginia, was held
in Council Chambers Conference Room, City Hall, 114 North Broad Street, at 6:00
p.m. on October 13, 2021; there being present said Commission members to wit:
Vicki G. Daulton, Chair; Denise P. King, Vice Chair; Reid A. Garst, II; Jackson
Beamer, and Neil L. Conner; together with H. Robert Light, Assistant City Manager
and Deputy Executive Secretary, ex officio member of said Commission; Charles
E. Van Allman, Jr., Director of Community Development; Mary Ellen Wines,
Zoning Administrator; and Jim H. Guynn, Jr., City Attorney; and the following
business was transacted:
Chair Daulton called the meeting to order at 6:00 p.m. and reported that this date,
place, and time had been set in order for the Commission to hold a work session.
Benjamin Tripp, former City Planner was also present.
2.New Business
A.Discussion items from the October Meeting
Discussion of items from the October 13, 2021, regular session
agenda.
A discussion was held regarding the request of .Com Properties 8, LLC, property
owner, for rezoning the property located at 1796 Apperson Drive (a portion of Tax
Map #257-2-1.1) from HBD Highway Business District to LM Light Manufacturing
District. Member Garst would prefer commercial; Member Conner likes industrial;
Vice Chair King doesn't like looking at empty spaces. Member Garst noted that
other uses are allowed.
A discussion was held regarding the approval of the proposed subdivision plan and
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preliminary and final subdivision plat for a 4.549-acre tract known as Simms Farm
Section 2. Mr. Van Allman noted that trails will be added to next submittal for
entire site.
A discussion was held regarding the approval of the amended subdivision plan filed
by Simms Property, LLC, property owner/developer, for a 7.564-acre tract known as
Simms Farm Section 1. Mr. Van Allman noted that the plat follows the change in
plan from last month.
The Commission does not want to move future meetings to the Salem Civic Center.
4.Adjournment
A discussion was held regarding moving future Planning Commission meetings to
the Salem Civic Center, and the Commission does not want to move the meetings.
Chair Daulton inquired if there were any other items for discussion and hearing
none, adjourned the work session at 6:40 p.m.
REGULAR SESSION
1.Call to Order
A regular meeting of the Planning Commission of the City of Salem, Virginia, was
held after due and proper notice in the Council Chambers, City Hall, 114 North
Broad Street, Salem, Virginia, at 7:00 p.m. on October 13, 2021. Notice of such
hearing was published in the September 30 and October 7, 2021, issues of the
"Salem Times Register," a newspaper published and having general circulation in
the City of Salem. All adjacent property owners were notified via the U.S. Postal
Service.
The Commission, constituting a legal quorum, presided together with Jim H. Guynn,
Jr., City Attorney; H. Robert Light, Assistant City Manager and Deputy Executive
Secretary, ex officio member of said Commission, to wit; Charles E. Van Allman,
Jr., Director of Community Development; and Mary Ellen Wines, Zoning
Administrator; and the following business was transacted:
Chair Daulton called the meeting to order at 7:00 p.m.
2.Pledge of Allegiance
3.Consent Agenda
m
A.Minutes
Consider acceptance of the minutes from the September 15, 2021, work session and
regular meeting.
Neil Conner motioned Consider acceptance of the minutes from the September 15,
2021, work session and regular meeting.. Jackson Beamer seconded the motion.
Ayes: Beamer, Conner, Daulton, Garst, King
4.New Business
A.Amendment to the Zoning Ordinance
Hold public hearing to consider the request of .Com Properties 8, LLC, property
owner, for rezoning the property located at 1796 Apperson Drive (a portion of Tax
Map # 257-2-1.1) from HBD Highway Business District to LM Light
Manufacturing District.
Staff noted the following:
The subject property consists of a 6.71-acre parcel located southwest of the
intersection of Dillard Drive and Apperson Drive. The request is to rezone a
portion of the property. Only 1.12 acres is considered for this request. The portion
of the parcel is vacant as there has not been a permanent business to occupy this
portion since Food Lion closed in 2014.
The 1.12-acre portion will be subdivided from the parent parcel. There will be
cross access agreements between the two parcels for access, parking, etc. Lewis
Gale would like to move from their current location at 2141 Apperson Drive. They
anticipate one to two employees on site at a time with one to two box trucks for
distribution per day. Deliveries are expected to also be approximately two a day.
This location will be a center for multiple locations for Lewis Gale. There will be
security systems with cameras as well as their security service making rounds.
There will be some medication on site, but no narcotics. There will be no additional
exterior lighting.
Staff recommends approval of the request.
Ben Crew, Balzer & Associates, 1208 Corporate Circle, Roanoke, VA, appeared
before the Commission on behalf of the property owner; he stated that the request is
in response to a request a couple months ago; Lewis Gale would like to have
warehouse and storage in the former Food Lion section of the retail center. The
previous location was down the street where Layman Candy Company is purchasing
the property; therefore, they need to find a new location. The rezoning is requested
b
to facilitate the use.
Vice Chair King questioned the relationship of Dominion Air & Machinery
Company; and
Mr. Crew stated that Dominion Air & Machinery Company handles the management
portion of the various .Com properties for the property owner, Richard Bishop.
Chair Daulton questioned why the property needs to be rezoned.
Mr. Crew stated that based on discussions with city staff, the use is identified in the
zoning ordinance as warehouse and storage, which is not allowed in the HBD
Highway Business District zoning classification; Lewis Gale has many medical
facilities around the region and needs a clearing house or a place to have "stuff" (i.e.
waiting room chairs, medical equipment, miscellaneous items); the maintenance
group will use it as a hub to receive deliveries, to take deliveries, to go get things
that various hospitals or clinics need and use it as a true warehouse/storage area to
support its facilities.
No other person(s) appeared related to the request.
Neil Conner motioned approval of the request of .Com Properties 8, LLC, property
owner, for rezoning the property located at 1796 Apperson Drive (a portion of Tax
Map #257-2-1.1) from HBD Highway Business District to LM Light Manufacturing
District. Denise King seconded the motion.
Ayes: Beamer, Conner, Daulton, King
Nays: Garst
B.Simms Farm Section 2
Consider the request of Simms Property, LLC., property owner/developer for
approval of the proposed subdivision plan and preliminary and final subdivision plat
for a 4.549 acre tract known as Simms Farm Section 2.
Staff noted that this plat would create 12 new lots (88-99) for Phase 2 of the
"Simms Farm" subdivision. This phase includes residential lots, an open space lot,
and a new street. The lots are located along and to the west of Diamond Road,
north of the intersection of Diamond Road and Upland Drive. The plat meets the
requirements of the Subdivision Ordinance. Both the plat and plan have been
reviewed by City Staff and approval is recommended with any field revisions to be
approved administratively by staff.
Neil Conner motioned approval of the request of Simms Property, LLC, property
owner/developer, for approval of the proposed subdivision plan and preliminary and
f
final subdivision plat for a 4.549-acre tract known as Simms Farm Section 2.
Jackson Beamer seconded the motion.
Ayes: Beamer, Conner, Daulton, Garst, King
C.Simms Farm Section 1
Consider the request for approval of the amended subdivision plat filed by Simms
Property, LLC., property owner/developer, for a 7.564 acre tract known as Simms
Farm Section 1.
Staff noted that Section 1 plans were modified and approved by this body on
September 15, 2021. The modifications included moving the stormwater pond into
an area where it can better collect and detain the runoff from the development.
There were no changes to the layout, or utilities. The only changes were to the
stormwater pond and associated easements. This plat amendment meets the
requirements and recommends approval.
Denise King motioned approval of the request for approval of the amended final
subdivision plat filed by Simms Property, LLC., property owner/developer, for a
7.564-acre tract known as Simms Farm Section 1.. Neil Conner seconded the
motion.
Ayes: Beamer, Conner, Daulton, Garst, King
5.Adjournment
On motion by Member Garst, meeting was adjourned at 7:10 p.m.
City Council meeting, October 25, 2021, 6:30 p.m.
Community Room, Salem Civic Center, 1001 Roanoke Boulevard
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Item # 4A
Date: 11-10-2021
AT A REGULAR MEETING OF THE PLANNING COMMISSION OF THE CITY OF SALEM,
VIRGINIA held in Council Chambers of City Hall, 114 North Broad Street, Salem, VA 24153
AGENDA ITEM: Simms Farm Section 2 Amended Subdivision Plan
Consider the request of Simms Property, LLC., property
owner/developer for approval of the amended subdivision plan
for a 4.549-acre tract known as Simms Farm Section 2.
SUBMITTED BY: Mary Ellen Wines, CZA CFM
Zoning Administrator
SUMMARY OF INFORMATION:
Although the previous plan submitted did meet all requirements, staff recommended to the
developer during the staff review process that the storm drainpipe between lots 94 and 95
be extended so ensure the water discharge would not impact the house that will be
constructed on lot 94. After the October Planning Commission meeting, the developer
agreed and submitted amended plans.
STAFF RECOMMENDATION:
This plan has been reviewed by City Staff and approval is recommended with any field
revisions to be approved administratively by staff.
7
SHEET INDEX
CITY OF SALEM, VIRGINIA
SIMMS FARMSECTION 2
UPLAND DRIVE
LEGEND
ABBREVIATIONS
C1 COVER
C2 OVERALL PROPERTY MAP
C3 EXISTING CONDITIONS & DEMO
PLAN
C4 LAYOUT & UTILITY PLAN
C5 GRADING PLAN
C6.1 E.S.C. PLAN
C6.2 E.S.C. NOTES
C6.3 E.S.C. DETAILS
C7.1 ROAD PROFILE
C7.2 UTILITY PROFILES
C7.3 SIGHT DISTANCE PROFILE
C8 NOTES
C9.1 DETAILS
C9.2 WESTERN VA REGIONAL DETAILS I
C9.3 WESTERN VA REGIONAL DETAILS II
PROJECT NO.
REVISIONS
SCALE
DATE
CHECKED BY
DESIGNED BY
DRAWN BY
www.balzer.cc
Roanoke / Richmond
New River Valley / Staunton
Harrisonburg / Lynchburg
PLANNERS / ARCHITECTS
ENGINEERS / SURVEYORS
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9/1/2021
10/7/2021
10/15/2021ENGINEERS NOTES:
VICINITY MAP
NTS
GENERAL NOTES
STORM SEWER/SWM/SWQ AS-BUILT NOTES:
8
5
2
1
3
4
6
8
7
9
35
34
38
3941
57
40
43 42
61
59
58
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73
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83
85
81
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88
87
91
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94
95
96
97 93
100
90
92
99
101
103
104
106
78
98
105
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1819
20
21
22 23 24
25
26
27 28 29 30 31
3233
130131
119
36
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107
102
108
109
110
111
112
113
116 117 118 120 121 122 123
124
125
126127129132133134
136
137
138
4445
46
47
48 49 50 51 52
53
54
55
56
115
139
128
135
114
PHASE 1 OPEN SPACE
1.24 AC.
PHASE 1 OPEN SPACE
0.49 AC.
PHASE 2 OPEN SPACE
1.02 AC.
PROJECT NO.
REVISIONS
SCALE
DATE
CHECKED BY
DESIGNED BY
DRAWN BY
www.balzer.cc
Roanoke / Richmond
New River Valley / Staunton
Harrisonburg / Lynchburg
PLANNERS / ARCHITECTS
ENGINEERS / SURVEYORS
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Roanoke, VA 24018
540.772.9580
KAM
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1/25/2021
1"=100'
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04200056.00
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9/1/2021
10/7/2021
10/15/2021
PROJECT NO.
REVISIONS
SCALE
DATE
CHECKED BY
DESIGNED BY
DRAWN BY
www.balzer.cc
Roanoke / Richmond
New River Valley / Staunton
Harrisonburg / Lynchburg
PLANNERS / ARCHITECTS
ENGINEERS / SURVEYORS
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1/25/2021
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9/1/2021
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10
PROPO
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D
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A
D
B
LOT 94
LOT 93
LOT 92
LOT 95
LOT 96
LOT 97
LOT 98
LOT 99
LOT 100
LOT 87
LOT 88
LOT 89
LOT 90
LOT 91
LOT 101
LOT 102
LOT 86
PROJECT NO.
REVISIONS
SCALE
DATE
CHECKED BY
DESIGNED BY
DRAWN BY
www.balzer.cc
Roanoke / Richmond
New River Valley / Staunton
Harrisonburg / Lynchburg
PLANNERS / ARCHITECTS
ENGINEERS / SURVEYORS
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1/25/2021
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11
PROPO
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E
D
R
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A
D
B
LOT 94
LOT 93
LOT 92
LOT 95
LOT 96
LOT 97
LOT 98
LOT 99
LOT 100
LOT 87
LOT 88
LOT 89
LOT 90
LOT 91
LOT 101
LOT 102
LOT 86
PROJECT NO.
REVISIONS
SCALE
DATE
CHECKED BY
DESIGNED BY
DRAWN BY
www.balzer.cc
Roanoke / Richmond
New River Valley / Staunton
Harrisonburg / Lynchburg
PLANNERS / ARCHITECTS
ENGINEERS / SURVEYORS
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540.772.9580
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1/25/2021
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C5
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10/7/2021
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DITCH C DETAIL
N.T.S.
2YR VELOCITY = 6.32 fps
10YR DEPTH = 0.66'
EC-3, TYPE B LINING
DITCH B DETAIL
N.T.S.
2YR VELOCITY = 2.24 fps
10YR DEPTH = 0.58'
EC-2 LINING
DITCH A
(OMITTED)
12
PROPO
S
E
D
R
O
A
D
B
LOT 94
LOT 93
LOT 92
LOT 95
LOT 96
LOT 97
LOT 98
LOT 99
LOT 100
LOT 87
LOT 88
LOT 89
LOT 90
LOT 91
LOT 101
LOT 102
LOT 86
LIMITS OF DISTURBANCE
±4.80 AC.
PROJECT NO.
REVISIONS
SCALE
DATE
CHECKED BY
DESIGNED BY
DRAWN BY
www.balzer.cc
Roanoke / Richmond
New River Valley / Staunton
Harrisonburg / Lynchburg
PLANNERS / ARCHITECTS
ENGINEERS / SURVEYORS
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1
1208 Corporate Circle
Roanoke, VA 24018
540.772.9580
KAM
CPB
BTC
1/25/2021
1"=30'
SI
M
M
S
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S
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C6.1
04200056.00
6/7/2021
9/1/2021
10/7/2021
10/15/2021
13
PROJECT NO.
REVISIONS
SCALE
DATE
CHECKED BY
DESIGNED BY
DRAWN BY
www.balzer.cc
Roanoke / Richmond
New River Valley / Staunton
Harrisonburg / Lynchburg
PLANNERS / ARCHITECTS
ENGINEERS / SURVEYORS
J:
\
2
0
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0
0
\
0
4
\
0
4
2
0
0
0
5
6
.
0
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1
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:
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:
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4
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1
1208 Corporate Circle
Roanoke, VA 24018
540.772.9580
KAM
CPB
BTC
1/25/2021
N/A
SI
M
M
S
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A
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.
C
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C6.2
04200056.00
6/7/2021
9/1/2021
10/7/2021
10/15/2021
CONCRETE TRUCK
WASHOUT DETAIL
NTS
TEMPORARY DIVERSION DIKE
DD
14
PROJECT NO.
REVISIONS
SCALE
DATE
CHECKED BY
DESIGNED BY
DRAWN BY
www.balzer.cc
Roanoke / Richmond
New River Valley / Staunton
Harrisonburg / Lynchburg
PLANNERS / ARCHITECTS
ENGINEERS / SURVEYORS
J:
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2
0
\
0
0
\
0
4
\
0
4
2
0
0
0
5
6
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0
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1208 Corporate Circle
Roanoke, VA 24018
540.772.9580
KAM
CPB
BTC
1/25/2021
N/A
SI
M
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A
C6.3
04200056.00
6/7/2021
9/1/2021
10/7/2021
10/15/2021
FOR
INSTALLATION OF
TREATMENT - 2
SOIL STABILIZATION MATTING
STAKES, STAPLES, & PINS
TYPICAL TREATMENT - 1
(SOIL STABILIZATION BLANKET)
INSTALLATION CRITERIA
BLANKET MATTINGB/M
CONSTRUCTION ENTRANCETEMPORARY GRAVELCE
SF CONSTRUCTION OF A SILT FENCE
SPECIFIC APPLICATION
GRAVEL CURB INLET SEDIMENT FILTERIP
SEDIMENT TRAP #1 DETAIL
TEMPORARY SEDIMENT TRAP #1
SPECIFICATIONSST
OUTLET PROTECTIONOP
SEDIMENT TRAP #1 DETAIL
TEMPORARY SEDIMENT TRAP #2
SPECIFICATIONSST
FERTILIZER SPECIFICATIONS AND
RATES FOR MANAGEMENT
PERMANENT SEEDING
SPECIFICATIONSPS
TEMPORARY SEEDING
SPECIFICATIONSTS
15
PROPOSED PUBLIC ROAD B PROFILE
PROJECT NO.
REVISIONS
SCALE
DATE
CHECKED BY
DESIGNED BY
DRAWN BY
www.balzer.cc
Roanoke / Richmond
New River Valley / Staunton
Harrisonburg / Lynchburg
PLANNERS / ARCHITECTS
ENGINEERS / SURVEYORS
J:
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2
0
\
0
0
\
0
4
\
0
4
2
0
0
0
5
6
.
0
0
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0
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2
0
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6
R
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:
5
2
2
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2
1
1208 Corporate Circle
Roanoke, VA 24018
540.772.9580
KAM
CPB
BTC
1/25/2021
AS SHOWN
SI
M
M
S
F
A
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M
S
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C
T
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N
2
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A
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,
V
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G
I
N
I
A
C7.1
04200056.00
6/7/2021
9/1/2021
10/7/2021
10/15/2021
PAVEMENT JOINT DETAIL
ON-SITE CONC. SIDEWALK
ROAD B PAVEMENT SECTION
16
PROPOSED SANITARY PROFILE
PROPOSED STORM 18-14 PROFILE
14
17
15
16
18
19
20
21
22
23
24
14A
14B
PROJECT NO.
REVISIONS
SCALE
DATE
CHECKED BY
DESIGNED BY
DRAWN BY
www.balzer.cc
Roanoke / Richmond
New River Valley / Staunton
Harrisonburg / Lynchburg
PLANNERS / ARCHITECTS
ENGINEERS / SURVEYORS
J:
\
2
0
\
0
0
\
0
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\
0
4
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0
0
0
5
6
.
0
0
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1
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1
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:
4
3
:
3
9
2
0
2
1
1208 Corporate Circle
Roanoke, VA 24018
540.772.9580
KAM
CPB
BTC
1/25/2021
AS SHOWN
SI
M
M
S
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A
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N
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A
C7.2
04200056.00
6/7/2021
9/1/2021
10/7/2021
10/15/2021
17
DIAMOND RD ENTRANCE SIGHT DISTANCE PROFILE
PROPO
S
E
D
R
O
A
D
B
LOT 94
LOT 95
LOT 96
LOT 87
LOT 88
LOT 89
LOT 90
LOT 91
LOT 86
PROJECT NO.
REVISIONS
SCALE
DATE
CHECKED BY
DESIGNED BY
DRAWN BY
www.balzer.cc
Roanoke / Richmond
New River Valley / Staunton
Harrisonburg / Lynchburg
PLANNERS / ARCHITECTS
ENGINEERS / SURVEYORS
J:
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2
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0
0
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0
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\
0
4
2
0
0
0
5
6
.
0
0
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:
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2
2
0
2
1
1208 Corporate Circle
Roanoke, VA 24018
540.772.9580
KAM
CPB
BTC
1/25/2021
AS SHOWN
SI
M
M
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I
N
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A
C7.3
04200056.00
6/7/2021
9/1/2021
10/7/2021
10/15/2021
18
PROJECT NO.
REVISIONS
SCALE
DATE
CHECKED BY
DESIGNED BY
DRAWN BY
www.balzer.cc
Roanoke / Richmond
New River Valley / Staunton
Harrisonburg / Lynchburg
PLANNERS / ARCHITECTS
ENGINEERS / SURVEYORS
J:
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2
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\
0
0
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0
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\
0
4
2
0
0
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6
.
0
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2
0
2
1
1208 Corporate Circle
Roanoke, VA 24018
540.772.9580
KAM
CPB
BTC
1/25/2021
N/A
SI
M
M
S
F
A
R
M
S
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C
T
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N
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A
C8
04200056.00
6/7/2021
9/1/2021
10/7/2021
10/15/2021
.
19
PROJECT NO.
REVISIONS
SCALE
DATE
CHECKED BY
DESIGNED BY
DRAWN BY
www.balzer.cc
Roanoke / Richmond
New River Valley / Staunton
Harrisonburg / Lynchburg
PLANNERS / ARCHITECTS
ENGINEERS / SURVEYORS
J:
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2
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\
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0
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1
1208 Corporate Circle
Roanoke, VA 24018
540.772.9580
KAM
CPB
BTC
1/25/2021
N/A
SI
M
M
S
F
A
R
M
S
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C
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N
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DE
T
A
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N
I
A
C9.1
04200056.00
6/7/2021
9/1/2021
10/7/2021
10/15/2021
S.W.M. POND #2 DETAIL
20
PROJECT NO.
REVISIONS
SCALE
DATE
CHECKED BY
DESIGNED BY
DRAWN BY
www.balzer.cc
Roanoke / Richmond
New River Valley / Staunton
Harrisonburg / Lynchburg
PLANNERS / ARCHITECTS
ENGINEERS / SURVEYORS
J:
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2
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0
0
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0
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\
0
4
2
0
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6
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0
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1
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1
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:
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5
:
2
0
2
0
2
1
1208 Corporate Circle
Roanoke, VA 24018
540.772.9580
KAM
CPB
BTC
1/25/2021
N/A
SI
M
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S
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A
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M
S
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C
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N
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I
A
C9.2
04200056.00
6/7/2021
9/1/2021
10/7/2021
10/15/2021
3' MIN.
1. BEDDING, HAUNCHING AND INITIAL BACKFILL CONSTRUCTION SHALL BE IN ACCORDANCE WITH
THIS DETAIL AND MANUFACTURER'S RECOMMENDATION.
2. ALL PVC PIPE SHALL BE BEDDED IN COMPACTED VDOT #57 OR #68 STONE, OR CRUSHER RUN.
3. IN AREAS SUBJECTED TO VEHICULAR TRAFFIC, BEDDING STONE AND FILL SHALL BE PLACED IN 6"
LIFTS FROM BOTTOM OF TRENCH TO 1' ABOVE THE PIPE AND THE REMAINING SHALL BE PLACED IN
10" LIFTS AND SHALL BE COMPACTED TO AT LEAST 90% OF MAXIMUM DENSITY AS DETERMINED BY
ASTM D 698.
4. BEDDING REQUIREMENTS FOR DUCTILE IRON WATER LINE ARE DEPENDENT ON MANUFACTURER'S
BEDDING CRITERIA.
5. ALL EXCAVATIONS SHALL COMPLY WITH OSHA TECHNICAL MANUAL, CHAPTER 2, TITLED
"EXCAVATIONS: HAZARD RECOGNITION IN TRENCHING AND SHORING."
6. THE TRACER WIRE SHALL BE PLACED ALONG THE LOWER QUADRANT OF THE PIPE. THE WIRE
SHALL NOT TOUCH THE PIPE, BUT SHALL BE A MAXIMUM OF 6" FROM THE PIPE. NON-METALLIC
SPACERS MAY BE USED TO MAINTAIN A SET DISTANCE FROM THE UTILITY.
(4" MIN. - 6" IN
ROCK CONDITIONS)
FINISHED GRADE
PIPE SIZE & MATERIAL
AS SHOWN ON PLAN
NON-DETECTABLE WARNING
TAPE, 3 TO 5 MILS IN
THICKNESS, TO BE INSTALLED
APPROX. 24" ABOVE PIPE AND
AT A MINIMUM OF 6" BELOW
GRADE (ALL PIPE)
FOR WATERLINES INSTALL
BEDDING STONE TO SPRING LINE
OF PIPE AT A MINIMUM, OR PER
MANUFACTURER'S
RECOMMENDATION
FOR SEWER LINES BEDDING
SHALL BE MIN. 6" ABOVE PIPE
LOCATION OF TRACER WIRE WITH
NON-METALLIC PRESSURE PIPE.
TRACER WIRE NOT REQUIRED FOR
TYPICAL GRAVITY SANITARY SEWER.
SEE DETAIL G-4 FOR ADDITIONAL
REQUIREMENTS
NORMAL SOIL
CONDITIONS
BACKFILL ONLY WITH APPROVED
MATERIAL PER APPLICABLE
LOCALITY OR VDOT STANDARDS
08/01/15
WIDTH OF TRENCH EXCAVATION
PIPE DIA. + 6" EACH SIDE (MINIMUM)
SURFACE MIX ASPHALT
BASE MIX ASPHALT
SUBBASE
DEPTH VARIES
LIMITS OF OPEN CUT
SEE
4"CONDITIONS)
(6" IN ROCK
NOTE#8#8NOTESEE
1. BEDDING, HAUNCHING AND INITIAL BACKFILL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THIS
DETAIL AND MANUFACTURER'S RECOMMENDATION.
2. ALL PVC PIPE SHALL BE BEDDED IN COMPACTED VDOT #57 OR #68 STONE.
3. IN VDOT ROW, THE CONTRACTOR SHALL REPLACE THE PAVEMENT AS REQUIRED AND SPECIFIED BY
VDOT. IN ROANOKE CITY, CONTRACTOR SHALL REPLACE PAVEMENT AS REQUIRED BY CITY OF
ROANOKE RIGHT OF WAY EXCAVATION AND RESTORATION STANDARDS, LATEST EDITION.
4. ALL CONSTRUCTION WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE AS SPECIFIED BY VDOT OR
APPLICABLE LOCALITY.
5. PRIOR TO CONSTRUCTION, CONTRACTOR IS RESPONSIBLE FOR SECURING ALL REQUIRED PERMITS
FROM VDOT AND/OR APPLICABLE LOCALITY.
6. IN AREAS SUBJECTED TO VEHICULAR TRAFFIC, BEDDING STONE AND FILL SHALL BE PLACED IN 6"
LIFTS AND SHALL BE COMPACTED TO AT LEAST 95% OF MAXIMUM DENSITY AS DETERMINED BY ASTM
D 698.
7. ALL SEWER LINE PIPE SHALL BE BEDDED IN COMPACTED GRANULAR MATERIAL. BEDDING
REQUIREMENTS FOR DUCTILE SEWER LINE ARE DEPENDENT ON MANUFACTURER'S BEDDING
CRITERIA.
8. BENCH CUT ON EACH SIDE OF PAVEMENT SHALL BE IN ACCORDANCE WITH VDOT OR APPLICABLE
LOCALITY'S SPECIFICATIONS.
9. ALL EXCAVATIONS SHALL COMPLY WITH OSHA TECHNICAL MANUAL, CHAPTER 2, TITLED
"EXCAVATIONS: HAZARD RECOGNITION IN TRENCHING AND SHORING."
10. THE TRACER WIRE SHALL BE PLACED ALONG THE LOWER QUADRANT OF THE PIPE. THE WIRE SHALL
NOT TOUCH THE PIPE, BUT SHALL BE A MAXIMUM OF 6" FROM THE PIPE. NON-METALLIC SPACERS
MAY BE USED TO MAINTAIN A SET DISTANCE FROM THE UTILITY.
BEDDING: FOR WATERLINES, INSTALL BEDDING STONE TO SPRING LINE OF PIPE AT A MINIMUM,
OR PER MANUFACTURER'S RECOMMENDATION. FOR SEWER LINES, BEDDING SHALL BE
MINIMUM 6" ABOVE PIPE.
LOCATION OF TRACER WIRE WITH
NON-METALLIC PRESSURE PIPE.
TRACER WIRE NOT REQUIRED FOR
TYPICAL GRAVITY SANITARY SEWER.
SEE DETAIL G-4
08/01/15
PIPE SIZE & MATERIAL
AS SHOWN ON PLAN
SEE BEDDING NOTE BELOW
NON-DETECTABLE
WARNING TAPE,
3 TO 5 MILS IN
THICKNESS, TO BE
INSTALLED APPROX.
24" ABOVE PIPE AND
AT A MINIMUM OF
6" BELOW GRADE
(ALL PIPE)
BACKFILL ONLY WITH APPROVED
MATERIAL PER APPLICABLE
LOCALITY OR VDOT STANDARDS
EXISTING PAVEMENT
SECTION
WIDTH OF TRENCH EXCAVATION
PIPE DIA. + 6" EACH SIDE ( MINIMUM)
09/06/16
GROUND
WIRE
TO GROUNDING
SOURCE
GROUND BAR
1. TRACER WIRES SHALL BE INSTALLED USING MANHOLES, TRACER WIRE ACCESS BOXES, VALVE BOXES OR VAULTS, WATER
METERS AND FIRE HYDRANTS AS ACCESS POINTS.
2. FOR WATER AND SEWER INSTALLED BY OPEN TRENCHING, HORIZONTAL DIRECTIONAL DRILLING, OR PIPE BURSTING, TRACER
WIRE SHALL BE NEPTCO TRACE-SAFE WATER BLOCKING TRACER WIRE OR APPROVED EQUAL.
3. SPLICES SHALL ONLY BE MADE WITH GEL FILLED CONNECTORS DESIGNED FOR WIRE WITH A WOVEN POLYESTER FIBER CORE
SUCH AS NEPTCO TRACE-SAFE WATER BLOCKING CONNECTORS OR APPROVED EQUAL. SPLICES SHALL BE MADE IN
ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. CONTRACTOR WILL BE RESPONSIBLE FOR
ENSURING CONTINUITY AT ALL SPLICE LOCATIONS.
4. WHERE HDPE PIPE IS INSTALLED WITHOUT STEEL CASING PIPE, SUCH AS A DIRECTIONALLY DRILLED CROSSINGS, AND
CONNECTED TO DUCTILE IRON PIPE ON EACH END, TRACER WIRE SHALL BE INSTALLED ALONG FULL LENGTH OF HDPE PIPE
WITH AN ACCESS POINT INSTALLED AT EACH HDPE/DUCTILE IRON TRANSITION. TRACER WIRE SHALL BE CONNECTED TO THE
ACCESS POINT IN ACCORDANCE WITH THIS DETAIL. ANY TRANSITION FROM DUCTILE IRON MAIN TO NON-DUCTILE IRON MAIN
SHALL HAVE AN ACCESS POINT TO BEGIN TRACER WIRE.
5. AS-BUILTS SHALL SHOW TRACER WIRE(S) LOCATION AND ACCESS POINT(S), ALONG WITH BUTT SPLICE LOCATIONS.
6. THE TRACER WIRE SHALL BE PLACED ALONG THE LOWER QUADRANT OF THE PIPE. THE WIRE SHALL NOT TOUCH THE PIPE, BUT
SHALL BE A MAXIMUM OF 6" FROM THE PIPE. NON-METALLIC SPACERS MAY BE USED TO MAINTAIN A SET DISTANCE FROM THE
UTILITY.
7. WIRE SHALL BE BROUGHT TO THE SURFACE EVERY FIVE-HUNDRED (500) FEET AND PLACED IN A WATER METER BOX OR A
DRAINAGE & WATER SOLUTIONS, INC. (OR APPROVED EQUAL) ALL CAST IRON TRACER WIRE ACCESS BOX.
8. THE TRACER WILL BE TESTED BY THE PARTICIPATING UTILITY AS PART OF THE PROJECT'S FINAL ACCEPTANCE. CONTRACTOR
WILL BE RESPONSIBLE FOR ENSURING ALL CONTINUITY OF TRACER WIRE.
9. THE GROUND WIRE SHALL BE #6 AWG COPPER WIRE AND SHALL BE OF ADEQUATE LENGTH TO EXTEND A MINIMUM OF (5) FIVE
FEET BEYOND THE TOP OF THE STRUCTURE. THE END OF THE GROUND WIRED SHALL CONNECT TO THE GROUND BAR OR LID
TERMINAL USING A BURNDY KA6U MECHANICAL TERMINAL LUG.
10.A GROUND ROD SHALL BE INSTALLED AT EACH LOCATION WHERE GROUND WIRE SURFACES AND CONNECTS TO GROUND BAR.
GROUND ROD SHALL BE COPPER COATED WITH A MINIMUM DIAMETER OF 5/8" AND SHALL BE BURIED A MINIMUM OF FOUR (4)
FEET INTO THE GROUND.
11.THE GROUND BAR SHALL BE STAINLESS STEEL AND SHALL BE ATTACHED USING SS 14" X 114" SS HEX TAPCON. THE FOLLOWING
SHALL BE INSTALLED IN (4) FOUR CENTER HOLES: 10-32SS NUTS, #10 SS WASHERS AND 10-32 X 34 SS PHILLIPS. THE FOURTH
HOLE SHALL HAVE A BURNDY KA6U MECHANICAL TERMINAL LUG FOR THE #6 AWG GROUND WIRE. THE ASSEMBLY CAN BE
ACQUIRED AT RCS INDUSTRIAL SUPPLY, INC. (540-353-0683) - CLAMP RFC-11. THE ENDS OF THE TRACER WIRES SHALL BE
PLACED IN THE GROUND BAR AS SHOWN BELOW.
12.IF USING TRACER WIRE ACCESS BOX AS ACCESS POINT, GROUND BAR WILL NOT BE REQUIRED. WIRES SHALL BE CONNECTED
AS SHOWN BELOW. TRACER WIRE SHALL BE OF ADEQUATE LENGTH TO EXTEND FIVE (5) FEET ABOVE THE TOP OF ACCESS BOX.
13.TWO WRAPS OF TRACER WIRE SHALL BE WRAPPED SNUGGLY AROUND BASE OF HYDRANT. WIRE SHALL NOT BE LEFT IN A WAY
THAT WOULD INTERFERE WITH MOWING AROUND HYDRANT.
14.WHEN USING ALL DUCTILE MAIN, TRACER WIRE FOR SERVICES SHALL BE 12 AWG COPPER TRACER WIRE. TRACER WIRE SHALL
HAVE BARE WIRE CONTACT TO DUCTILE MAIN.
TRACER WIRE ACCESS BOX LID
3 1/8"
LOCATING CLIP
(TS19-IL-LC-C)
5' TRACE SAFE
LOCATING CLIP
(TS19-IL-LC-C)
5' TRACE SAFE
1 1/2"
LOCATECLIP
UNDERCOVER
LOCATECLIP
UNDERCOVER
09/06/16
TS19-C TS19-C
LOCATE CLIP
UNDER COVER
LOCATING CLIP (TYP.)
(TS19-IL-LC-C)
GROUND BAR (TYP.)
LOCATING CLIP FRONT VIEW
(TS19-IL-LC-C)
1. TRAFFIC BEARING BOX AND LID REQUIRED IN TRAFFIC AREAS (CAPITOL FOUNDRY VB-9*S).
2. SEWER LATERAL AND CLEANOUT PIPING SHALL BE ASTM D3034 SDR 26. SEWER LATERAL FITTINGS SHALL BE
OF SAME SDR RATING AS THE SEWER MAIN. SCHEDULE 40 SOLVENT WELD PIPE AND FITTINGS MAY BE USED
FOR THE SEWER LATERAL AND CLEANOUT ASSEMBLY WITH APPROVAL FROM THE PARTICIPATING UTILITY.
3. ALL PIPE SHALL BE OF SAME SIZE.
4. NO BENDS ARE ALLOWED IN THE LATERAL FROM THE MAIN TO THE CLEANOUT STACK WYE. (EXCEPT FOR
DEEP SEWER, AS SHOWN BELOW).
5. ALL MAIN LINE TAPS ON ACTIVE MAINS SHALL BE PERFORMED BY PARTICIPATING UTILITY.
6. PIPING ON PRIVATE SIDE OF CLEANOUT TO BE INSTALLED PER GOVERNING JURISDICTION REQUIREMENTS.
7. MINIMUM LATERAL SIZE: 4" FOR RESIDENTIAL SERVICE, 6" FOR NON-RESIDENTIAL SERVICE.
8. SEWER CLEANOUTS SHALL BE SAME SIZE AS SEWER LATERAL.
9. MINIMUM COVER FOR ALL SEWER LATERALS SHALL BE THREE (3') FEET.
10.PROPERTY OWNER RESPONSIBLE FOR INSTALLING CLEANOUT ON PROPERTY LINE (IN ACCORDANCE WITH
THIS DETAIL) WHEN MAINTENANCE OCCURS.
11.LOWEST SERVED FINISHED FLOOR ELEVATION SHALL BE A MINIMUM OF THREE FEET (3') ABOVE THE TOP OF
THE MAIN AT THE POINT WHERE THE SERVICE LATERAL CONNECTS TO THE MAIN.
12.WHEN CONNECTING TO EXISTING LATERAL USE FERNCO FLEXIBLE COUPLING.
RIGHT OF WAY OR LIMITS OF EASEMENTPRIVATE PROPERTY
FINISHED GRADE
CLEAN OUT BOX AND LID
(SET TO FINISHED GRADE)
45o WYE (TEE NOT ACCEPTABLE)
1/4" PER 1'- 0"
MINIMUM GRADE
SOLID GLUE CAP
ROUGH
GRADE
CLEAN-OUT STACK
(SEE NOTES #2 & #8)
MAX.45o
11.25o OR 22.5o
BEND
SEWER
MAIN
SAME AS
ABOVE
01/01/14
(SEE NOTE #2)
TEE, WYE, TEE/WYE OR
COMBINATION OF WYE & 45o
BEND FITTINGS SHALL BE
SIZED AS REQUIRED
2'-0" MIN.
2'-0" MIN.45o MAX.
45o OR 22.5o BELL
& SPIGOT BEND
(IF NEEDED)
CLEAN-OUT TO EXTEND ABOVE GROUND
A MIN. OF 3 FEET DURING INSTALLATION
OF MAIN LINE. PLUMBER SHALL CUT
STACK TO FINISHED GRADE AS SHOWN
WHEN BUILDING SEWER IS CONNECTED
TO LATERAL
PLASTIC BODY
CLEAN-OUT & CAP
4" MINIMUM
GRAVEL BEDDING
#57 OR EQUIVALENT
(SEE NOTE #6)
HORIZONTAL SECTION SHALL
EXTEND A MINIMUM OF 5' OR
AS DIRECTED BY THE
PARTICIPATING UTILITY
(SEE NOTE #2)
4'-0"
GROUT
ANNULAR SPACE
(TYP. INLET & OUTLET)
A
BUTYL MASTIC JOINT SEALER OR GASKETS
MEETING ASTM C443 AND ASTM C1244 TESTING
STANDARD (NO MORTAR)
ADJUSTMENT RINGS IF NECESSARY
(1'-0" MAX ADJUSTMENT)
SEE FRAME & COVER DETAILS
A
ECCENTRIC CONE
HEIGHT VARIES
RISER
SECTIONS
HEIGHT VARIES
8" MIN
MANHOLE WITH
PRECAST INVERT
SERVICE
CONNECTION
4'-0"5" Min.
(Typ.)
6" Min.
BASE
HEIGHT VARIES
2'-0"
1. MATERIALS AND FABRICATION IN ACCORDANCE WITH ASTM C478-09.
2. WHEN USED AS SAMPLING MANHOLE FLOW SHALL PASS STRAIGHT THROUGH, i.e., 180
o.
3. STEPS SHALL BE VERTICALLY ALIGNED. FIRST STEP SHALL BE WITHIN 12" OF COVER, BOTTOM STEP SHALL
BE WITHIN 24" OF BOTTOM OF MANHOLE.
4. FRAME AND COVER SHALL BE PROPERLY ALIGNED WITH THE 2 FOOT OPENING OF THE MANHOLE
STRUCTURE AND BOLTED IN PLACE.
5. FLAT TOP MANHOLES MAY ONLY BE SUBSTITUTED WITH THE PERMISSION OF THE PARTICIPATING UTILITY.
6. FLEXIBLE JOINT MANHOLE CONNECTION SHALL BE AS MANUFACTURED BY PRES-SEAL GASKET
CORPORATION OR EQUAL.
7. GROUT ANNULAR SPACE BETWEEN PIPE AND PRECAST MANHOLE ON INSIDE OF MANHOLE.
8. WHEN REPLACING AN EXISTING MANHOLE OR INSTALLING A NEW PRECAST MANHOLE ON AN EXISTING
SEWER, A MINIMUM OF SIX FEET (6') OF EXISTING PIPE SHALL BE REMOVED AND REPLACED WITH NEW
MATERIAL ON INLET AND OUTLET OF MANHOLE.
9. MANHOLES WHERE THE INVERT IS LOWER THAN THE NORMAL GROUNDWATER ELEVATION (I.E., ALONG
CREEKS, RIVERS, LOW-LYING AREAS, ETC.) SHALL HAVE A FULL EXTERIOR COATING AND JOINT WRAP
APPLIED IN ADDITION TO JOINT SEALANT. SEE NOTES 10 & 11.
10. IF REQUIRED EXTERIOR VERTICAL WALL SURFACES SHALL BE FACTORY COATED IN ACCORDANCE WITH THE
MANUFACTURERS RECOMMENDATION. COATING SHALL BE HIGH BUILD COAL TAR EPOXY MEETING ASTM
D1227. COATING SHALL BE APPLIED IN TWO COATS TO A MINIMUM TOTAL THICKNESS OF 16 MILS.
11. IF REQUIRED ALL MANHOLES SHALL UTILIZE AN EXTERNAL FRAME AND
JOINT SEAL AT ALL JOINTS AND AT THE FRAME/CHIMNEYINTERFACE.
SEAL SHALL BE MADE OF EPDM RUBBER INACCORDANCE WITH
ASTM D412 OR POLYOLEFIN BACKED EXTERIOR JOINT WRAP
IN ACCORDANCE WITH ASTM E-1745, C-877, AND C-990.
EDM SEAL SHALL HAVE A MINIMUM THICKNESS OF 60 MILS.
POLYOLEFIN BACKED EXTERIOR JOINT WRAP SHALL HAVE
A BACKING BAND ELEMENT WITH MINIMUM THICKNESS OF
4 MILS. AND BUTYL ROLLER ADHESIVE WITH MINIMUM
THICKNESS OF 60 MILS. SEAL SHALL AGGRESSIVELY BOND
TO CONCRETE AND METAL STRUCTURES.
12. FOR PIPE LARGER THAN 15 INCHES IN DIAMETER, THE MINIMUM
INSIDE DIAMETER OF THE MANHOLE SHALL BE IN ACCORDANCE
WITH MANUFACTURERS RECOMMENDATIONS BASED ON
PIPE SIZE AND ANGLE BETWEEN INLET AND OUTLET PIPING.
13. 6' MINIMUM DIAMETER MANHOLE SHALL BE REQUIRED
WHEN DEPTHS EXCEED 15' UNLESS OTHERWISE
APPROVED BY PARTICIPATING UTILITY.
08/01/15
3/4" DIA. SS THREADED
ROD (IF ADJUSTMENT
RINGS ARE REQUIRED)
PRECAST HOLE (TYP.)
FLEXIBLE BOOT WITH
STAINLESS STEEL
BAND (TYP.)
SECTION A-A
STONE BASE (6" MIN. DEPTH)
#57 OR EQUIVALENT
SLOPE BENCH
1/4" PER 1'-0"
PRECAST HOLE
WITH FLEXIBLE
BOOT & STAINLESS
STEEL BAND
MINIMUM SLOPE FOR
SERVICE CONNECTION
4" DIA.=1/4" PER 1'-0"
6" DIA.=1/8" PER 1'-0"
1'-4" Max.
MACHINED SURFACE
12" MAX
27 1/2" DIA
26 1/4" DIA
24" DIA
28 7/16" DIA
36" DIA
NOTE 4
1 1/2"
5/8"
INSTALLATION DETAIL
FOR SLOPE ADJUSTMENT
APPLY CONCRETE BONDING
AGENT TO BOTTOM OF FRAME
FORM AND FILL WITH
NON-SHRINK GROUT
(VIBRATE IN PLACE)
OR USE MANHOLE
ADJUSTMENT RINGS
(1'-0" MAX. ADJUSTMENT)
ADJUSTMENT
NUT (TYP.)FLEXIBLE FORMS
INSTALLATION DETAIL
FOR ALL FRAMES AND COVERS
ROD TO BE
FIRMLY SECURED
BY EPOXY
ADJUSTMENT RING
WHEN REQUIRED
BUTYL MASTIC
SECURE NUT
CONE
SECTION
TOP OF CONE
SECTION
3/4" STAINLESS STEEL
THREADED ROD AND NUTS
(4 TYP.)
3/4" STAINLESS STEEL THREADED ROD
AND NUTS (4 TYP.)
TOP OF CONE
SECTION
CONE
SECTION
1. WATERTIGHT MANHOLE FRAME MODEL #1045Z BY EAST JORDAN IRON WORKS, INC. OR EQUIVALENT.
2. HDPE ADJUSTMENT RINGS SHALL MEET H-20 LOAD RATING, AND SHALL BE INTERLOCKING OR UTILIZE
BUTYL MASTIC JOINT SEALANT BETWEEN EACH RING TO FORM A WATERTIGHT JOINT.
3. CONCRETE ADJUSTMENT RINGS SHALL MEET H-20 LOAD RATING AND UTILIZE BUTYL MASTIC JOINT
SEALANT BETWEEN EACH RING AND FRAME AN COVER TO FORM A WATERTIGHT JOINT.
4. FRAME HEIGHT SHALL BE 7" FOR BURIED LOCATIONS AND 4" FOR EXPOSED LOCATIONS.
01/01/14
FRAME SECTION
3 1/8" 1/2"
26" DIA.
13/16" 1 1/2"
1/2"
1 3/8"
3 13/16"
9/16"
1 5/8"
I R G I N I AV W E S T E R N 1"
STANDARD MANHOLE COVER MODEL
#1040AGS BY EAST JORDAN IRON WORKS,
INC OR EQUIVALENT.
1. BOLT-DOWN MANHOLE COVER MODEL
#1040ACLGS BY EAST JORDAN IRON WORKS,
INC OR EQUIVALENT.
2. HEX HEAD BOLTS (6-SIDED) SHALL BE USED.
3. BOLT-DOWN MANHOLE COVERS SHALL BE
USED WHEN SHOWN ON PLANS OR AS
DIRECTED BY THE PARTICIPATING UTILITY.
MACHINED SURFACE
SA N I T A
R
Y
SEW E R
E A S T JORDAN IRON WORKS
MADE I N US A
01/01/14
1 1/2"
1/4" DIA.
NEOPRENE GASKET
STOP LUGS
FOR CAM
2" LETTERS
(RECESSED
FLUSH)NON-SLIP
TEXTURE
(2) CLOSED
PICKHOLES
(2) PICKBARS
SEE DETAIL
BELOW
2" LETTERS
(RECESSED
FLUSH)
25" DIA.
O.D. OF GKT GROOVE
1/4" DIA.
NEOPRENE
GASKET
.63" DIA. STAINLESS
STEEL ROD
22 13/16" DIA.
SECTION VIEW
PICKBAR DETAIL
BOTTOM VIEW
OF COVER
FOR PARTICIPATING UTILITIES
OTHER THAN THE WVWA,
GENERIC NON-LOGO MANHOLE
COVERS LABELED "SEWER"
SHALL BE SUBSTITUTED
21
PROJECT NO.
REVISIONS
SCALE
DATE
CHECKED BY
DESIGNED BY
DRAWN BY
www.balzer.cc
Roanoke / Richmond
New River Valley / Staunton
Harrisonburg / Lynchburg
PLANNERS / ARCHITECTS
ENGINEERS / SURVEYORS
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1208 Corporate Circle
Roanoke, VA 24018
540.772.9580
KAM
CPB
BTC
1/25/2021
N/A
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C9.3
04200056.00
6/7/2021
9/1/2021
10/7/2021
10/15/2021
15"
1. SETTER TO BE A.Y. McDONALD 720-215WDDD33, FORD VBHH72-15W-11-33 OR APPROVED EQUAL.
2. SADDLES MUST BE USED WITH ALL PLASTIC & DUCTILE IRON PIPE. SERVICE SADDLES SHALL BE USED IN
ACCORDANCE WITH WATER DISTRIBUTION PIPING SPECIFICATION. SERVICE SADDLES FOR PLASTIC PIPE
SHALL BE: POWERSEAL 3417, OR 3412AS, ROMAC 202S, OR 306, OR FORD METER FS202 OR FS303. FOR
DUCTILE IRON PIPE USE THE ABOVE OR POWERSEAL 3413, ROMAC 202 OR FORD METER F202.
3. METER BOX SHALL BE CARSON/MID-STATES PLASTICS, INC. PLASTIC BOX WITH FORD "A" DOMESTIC
SERIES FRAME WITH A NICOR DOMESTIC 12.25 CX LID WITH SENSUS RECESS AND WVWA LOGO, ADS
CORRUGATED HDPE BOX WITH FORD "A" DOMESTIC SERIES FRAME WITH A NICOR DOMESTIC 12.25 CX LID
WITH SENSUS RECESS AND WVWA LOGO OR APPROVED EQUAL. METER BOX SHALL NOT BE PLACED IN
AREAS SUBJECT TO VEHICULAR TRAFFIC. IF TRAFFIC BEARING BOX IS REQUIRED, DESIGN ENGINEER
SHALL CONSULT WITH PARTICIPATING UTILITY TO DETERMINE SITE SPECIFIC REQUIREMENTS.
4. CORPORATION STOP SHALL BE FORD FB1000-4-G-NL, MUELLER B-25008 OR APPROVED EQUAL.
5. SERVICE SHALL BE "K" TYPE COPPER, OR COPPER TUBE SIZE POLYETHYLENE (PE) 4710, SODR-9 (200 psi).
6. WHENEVER SIDEWALK EXISTS OR IS PROPOSED, MODIFY METER LOCATION AS DIRECTED.
FINAL GRADE
1" SERVICE
1" CORPORATION STOP
WITH CTS COMPRESSION
CONNECTION SEE NOTE #4
3/4" DIA. x 6' PIG TAIL
TO BE CAPPED &
MARKED OR
STAKED
METER SETTER & BOX TO BE
SET AT FINAL GRADE OF SITE
DUAL CHECK VALVE
LOCKABLE SHUTOFF
TRACER WIRE
SEE GENERAL DETAIL
15"
RIGHT-OF-WAY
EASEMENT LINE
PRIVATE
PROPERTY
SADDLE & STOP
6" STONE
VDOT 57
METER
BY PARTICIPATING
UTILITY
VARIES
18" DIA.12"-18"
1" SERVICE
30o- 45o
WA
T
E
R
M
A
I
N
09/07/17
1. TAPPING SLEEVE SHALL BE POWERSEAL MODEL 3490 TYPE 304 STAINLESS STEEL WITH CARBON STEEL
FLANGE, ROMAC'S MODEL SST III, FORD MODEL FTSS WITH CARBON STEEL FLANGE OR APPROVED
EQUIVALENT. SLEEVE SHALL BE RATED AT 100 PSI OVER WORKING PRESSURE AND MUST HAVE A TEST
PLUG.
2. TAPPING VALVE SHALL BE AVK RESILIENT SEATED GATE VALVE SERIES 25 MJFL, MUELLER T-2360
RESILIENT WEDGE TAPPING VALVE WITH MJFL, OR AFC SERIES 2500 RESILIENT WEDGE TAPPING VALVE
WITH MJFL. VALVE SHALL BE RATED AT 250 PSI.
3. TAPPING SLEEVE AND VALVE SHALL BE FULL PORT TO ACCEPT FULL SIZE SHELL CUTTER.
4. STEEL FLANGE SHALL MEET AWWA C207.
5. SIZE-ON-SIZE TAPPING NOT ALLOWED UNLESS APPROVED BY PARTICIPATING UTILITY.
GROUND BAR
SEE GENERAL DETAIL
2" BLOW OFF
PRECAST WATER VALVE
VAULT OR PRECAST
MANHOLE SECTION(S)
WHEN DEPTH EXCEEDS 5'
TRACER & GROUND
WIRES SEE GENERAL
DETAIL
6" MINIMUM
VDOT 57
TAPPED
RESTRAINED
M.J. PLUGMAIN LINE VALVE
(SEE WATER
LINE VALVE &
VAULT DETAIL)
36' MIN. EXTENSION
12"-18"
PAVEMENT
ADJUSTMENT RING
(WHEN REQUIRED)
FINISHED GRADE
12" MAX. VERTICAL
CENTERLINE OF VAULT CAPITOL FOUNDRY MH 2001
NON-WATERTIGHT FRAME & COVER
LABELED "WATER"
2" THREADED
NIPPLE WITH
FINGER TIGHT CAP
DRILL 1/4" DIA.
HOLE IN CAP
2" CLEARANCE
FROM TOP OF
PIPE TO BOTTOM
OF VAULT
CUT-OUT
WATER
MAIN
"STREET EL"
01/01/14
CONTRACTOR TO EXPOSE
& CLEAN PIPE IN
ACCORDANCE WITH
MANUFACTURERS
RECOMMENDATIONS
GROUND ROD
SEE GENERAL DETAIL
1. THE 2" PIPING AND "STREET EL" SHALL BE LEAD FREE BRASS OR DUCTILE IRON.
2. PIPE JOINTS SHALL BE RESTRAINED BEFORE GATE VALVE IN ACCORDANCE WITH DISTANCE SHOWN IN
THE "MINIMUM THRUST RESTRAINT OF PIPE JOINTS DESIGN LENGTHS" DETAIL FOR VALVE / PLUG. PIPE
JOINTS BETWEEN GATE VALVE AND BLOWOFF SHALL ALSO BE RESTRAINED.
01/01/14
1. PUBLIC HYDRANTS SHALL BE PAINTED SILVER WITH AN OIL-BASED PAINT. PRIVATE HYDRANTS SHALL ALSO BE
PAINTED SILVER WITH AN OIL-BASED PAINT UNLESS OTHERWISE SPECIFIED BY THE JURISDICTIONAL FIRE
MARSHALL.
2. FIRE HYDRANT SHALL BE INSTALLED 2' MIN. AND 4' MAX. FROM BACK OF CURB OR 6' MIN. AND 12' MAX. FROM
EDGE OF PAVEMENT WHEN CURB IS NOT PRESENT. FIRE HYDRANT TO BE INSTALLED WITHIN RIGHT-OF-WAY OR
EASEMENT LINE.
3. AREA AROUND HYDRANT AT A RADIUS OF 4' TO BE LEVEL AND UNOBSTRUCTED.
4. WATERPROOF BAGS OR OUT OF SERVICE RINGS SHALL BE PLACED OVER ALL NEWLY INSTALLED FIRE
HYDRANTS.
5. HYDRANT ASSEMBLIES SHALL BE RODDED AND RESTRAINED WITH APPROVED M.J. GLAND RESTRAINTS. HIGH
PRESSURE (OVER 150 PSI) ALSO REQUIRES CONCRETE THRUST BLOCKS AS SHOWN BELOW.
6. IF DURING CONSTRUCTION THE SEASONAL WATER LEVEL IS NOTED TO BE ABOVE THE DRAIN OUTLETS OF THE
PROPOSED HYDRANT. THE PARTICIPATING UTILITY WILL BE NOTIFIED IMMEDIATELY SO THAT THE HYDRANT CAN
BE RELOCATED TO A SUITABLE LOCATION, OMITTED, OR THE DRAIN HOLE PLUGGED.
7. TWO WRAPS OF TRACER WIRE SHALL BE WRAPPED AROUND BASE OF HYDRANT.
8. APPROVED MODELS - AVK MODEL 2780, AFC MODEL B-84-B-5, MUELLER CENTURION A423, KENNEDY K81D OR
EQUIVALENT.
9. WHERE HYDRANT LATERAL(S) IS APPROVED BY THE PARTICIPATING UTILITY TO BE LONGER IN LENGTH, MAKING
THE CONTINUOUS SECTION OF PIPE ON EACH SIDE OF THE GATE VALVE UNFEASIBLE, RESTRAINED PIPE JOINTS
SHALL BE INSTALLED BETWEEN THE TEE AND GATE VALVE IN LIEU OF RODDING. HOWEVER, A RODDED
CONTINUOUS SECTION OF PIPE SHALL ALWAYS BE INSTALLED BETWEEN THE GATE VALVE AND HYDRANT.
AVK MODEL 2780,
AFC MODEL B-84-B-5,
MUELLER CENTURION
A423, KENNEDY K81D OR
EQUIVALENT.
1'
-
6
"
T
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'
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2 - 2 1/2"
NOZZLES
FINISHED GRADE
1 - 4 1/2" PUMPER
NOZZLE (FACING THE ROAD)
VALVE BOX (W/ ADAPTOR) IF OUTSIDE
PAVEMENT OR VALVE
VAULT UNDER PAVEMENT
STANDARD INSTALLATION
INCLUDES FOSTER ADAPTER
OR APPROVED EQUAL
WATER
MAIN
CONCRETE
THRUST BLOCK
(IF REQUIRED)
TEE - MAIN
LINE SIZE
x 6" TO VALVE AND
HYDRANT
M.J. FITTINGS SHALL NOT
BE ENCASED IN CONCRETE
APPROVED M.J. GLAND RESTRAINT
(i.e. MEGALUGS, GRIP RINGS OR
UNI-FLANGE) SHALL BE USED AT
ALL M.J. FITTINGS
TRACER WIRE SEE GENERAL DETAIL
3/4" DIA. "CORTEN"
(NON-CORROSIVE)
THREADED ROD AND NUTS
CONCRETE BASE AND THRUST
BLOCK (IF REQUIRED) AGAINST
UNDISTURBED SOIL, CONCRETE
SHALL NOT COVER HYDRANT
DRAIN
0.5 CY CLEAN
STONE VDOT #57
FOR DRAINAGE
02/10/15
VARIES
(NO OBSTRUCTIONS)
2'X2'X4"CONCRETE PAD
CONTINUOUSSECTION OF PIPE CONTINUOUSSECTION OF PIPE
3'
M
I
N
.
C
O
V
E
R
1. ALL JOINTS SHALL BE RESTRAINED ON BOTH SIDES OF THE FITTING AND DOCUMENTED
BY THE INSPECTOR FOR THE LENGTH SHOWN UNLESS OTHERWISE INDICATED.
2. RESTRAINED LENGTH SHOWN REFERS TO ANY DESIGNED OR POTENTIAL LINE STOP,
INCLUDING ALL GATE VALVES.
3. RESTRAINED LENGTH SHOWN REFERS TO THE BRANCH LINE ONLY. THE CONTINUOUS
PIPE LENGTH OF THE MAIN RUN SHALL BE A MINIMUM OF 10' ON EACH SIDE OF THE TEE.
4. RESTRAINED LENGTH SHOWN IS BASED ON REDUCING PIPE DIAMETER TO ONE SIZE
SMALLER THAN PIPE LISTED (ANY OTHER DIAMETER REDUCTION WILL REQUIRE
ADDITIONAL CALCULATIONS BEFORE INSTALLATION). RESTRAINED LENGTH SHOWN IS
UPSTREAM ON THE LARGE SIDE OF THE REDUCER.
5.12" AND SMALLER DIAMETER: IF UNDER 150 PSI WORKING PRESSURE, RESTRAINED
JOINT(S)
ARE TO BE USED. IF EQUAL TO OR OVER 150 PSI WORKING
PRESSURE, BOTH THRUST BLOCK(S) AND
RESTRAINED JOINT(S) SHALL BE USED.
LARGER THAN 12" DIAMETER: IF UNDER 100 PSI WORKING PRESSURE, RESTRAINED
JOINT(S) ARE TO BE USED. IF EQUAL TO OR OVER 100 PSI
WORKING PRESSURE, BOTH THRUST BLOCK(S) AND
RESTRAINED JOINT(S) SHALL BE USED (UNLESS OTHERWISE
APPROVED BY THE PARTICIPATING UTILITY).
6. FOR RESTRAINED JOINT PIPING REQUIREMENTS AT FITTING R.J. PVC AND R.J. DIP MAY BE
USED INTERCHANGEABLY WITH APPROVAL FROM PARTICIPATING UTILITY. CONTRACTOR
MUST PLAN ACCORDINGLY FOR THE DIFFERENCE IN PVC AND DIP BELL AND SPIGOT
DIMENSIONS.
FACTOR OF SAFETY = 1.5
02/10/15
12" MAX. VERTICAL
ADJUSTMENT
CAPITOL FOUNDRY MH 2001
NON-WATERTIGHT FRAME & COVER
LABELED "WATER"PAVEMENT
ADJUSTMENT RING
GROUND BAR
SEE GENERAL
DETAIL
PROPOSED
VALVE
6" COMPACTED
VDOT 57
WATER
MAIN
TRACER & GROUND WIRES
SEE GENERAL DETAIL
PRECAST WATER VALVE VAULT
OR PRECAST MANHOLE SECTION(S)
IF DEPTH EXCEEDS 5'
2" CLEARANCE FROM
TOP OF PIPE TO BOTTOM
OF VAULT CUT-OUT
GROUND ROD
SEE GENERAL DETAIL
FILTER FABRIC
1. FILTER FABRIC TO BE INSTALLED BETWEEN BOTTOM OF PIPE AND STONE BEDDING. FABRIC TO EXTEND
VERTICALLY A MINIMUM OF 6" FROM BOTTOM OF VAULT (FULL CIRCUMFERENCE).
46"
6" MIN
(TYP.)32"
01/01/14
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