HomeMy WebLinkAboutSDP200700035 Plan - Approved Final Site Plan and Comps. 2008-01-29DRAWING INDEX
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COVER SHEET
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SITE PLAN
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GRADING AND UTILITY PLAN
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BIO-FITLERS/DETAILS
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STORM DETAILS
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SANITARY DETAILS
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WATERLINE DETAILS
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LANDSCAPE PLAN
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CONTEXT PLAN
FINAL SITE DEVELOPMENT PLANS FOR
AB ING ON PLACE - PHASE I I
AT HOLLYMEAD TOWNCENTER
TM 32B PARCEL A I
DB 2r685 PAGE 296
RIO DISTRICT, ALBEMARLE COUNTY, VIRGINIA
LE GE
DATE
DEPARTMENTS OF COMMUNITY
BFE
Basement Floor Elevation
-- 550---
Existing Contour
BOA
Blow Off Assembly
DB 2685 PAGE 296
Existing Critical Slopes
ARV
Air Release Valve
4.13 AC.
Existing Storm Sewer
BPD
Backflow Prevention Device
TRIBAL PROPERTIES LLC.
' Sewer
Existing Sanitary
y
DEP
Drainage Easement Private
-50
New Contour
DI
Ductile Iron
CHARLOTTESVILLE, VA 22,902
FHA
Fire Hydrant Assembly
x50.00
New Spot Elevation
FFE
Finished Floor Elevation
0
New Concrete
GFE
Garage Floor Elevation
TOTAL ACREAGE FOR PHASE 2 PARCEL 46: 3.90 ACRES.
0 0
GV
Gate Valve
®
New Stamped Concrete
BV
Butterfly Valve
SOURCE OF TOPOGRAPHY: LOUISA AERIAL SURVEY'S
(Cobble Pattern)
HDPE
Corrogated Plastic Pipe
®
New Stamped Concrete
MH
Manhole
- MAX 2.0' FROM PUBLIC R/W
(Brick Pattern)
PDE
Public Drainage Easement
REAR YARD: 3'
RCP
Reinforced Concrete Pipe
100' GREENWAY BUFFER FROM STREAM
New Painted Crosswalk
YD
Yard Drain
T
New Asphalt
SCC
New Stormwater Conveyance Channel
PARKING SCHEDULE:
New Storm Sewer
REQUIRED: 2 SPACES PER UNIT x 64 UNITS = 128 SPACES
Benchmark
+ 1 GUEST SPACE PER 4 UNITS = 16 SPACES
New Sanitary Sewer
�
Power Pale
O
New Water Meter
#
New Light Pole
wr
New Window Well
-B-B-B a
New Guardrail
o
New Bike Lane
0--0-
Building Setback Line
-�
New Fence
09n
New Bench
®
EC -2 Blanket Matting
g.
PRE -DEV % POST -DEV %
Proposed Seating Wall
BUILDING: 0 SF 0 29,440 SF 34.1
EC -3 Type A
ROAD: 0 SF 0 19,970 SF 23.2
IMPERVIOUS: 0 SF 0 10,581 SF. 12.3
Grass
SITE DATA
LEGAL REFERENCE: TM 32B PARCEL Al
DATE
DEPARTMENTS OF COMMUNITY
3
0
PHASE 2 .........2.95
AC.
SOURCE OF TITLE FOR PARCEL Al-
PRIVATE RIGHT OF WAY ........73
AC.
DB 2685 PAGE 296
PUBLIC RIGHT OF WAY ..........45 AC.
PB 1970 PAGE 113
TOTAL ....................................
4.13 AC.
OWNER/DEVELOPER:,
E
TRIBAL PROPERTIES LLC.
E GINEERING DEPARTMENT
6
z
C/0 EDWARD H. BAIN JR.
i�
420 PARK STREET.
VIRGINIA DEPARTMENT OF TRANSPORTATION
CHARLOTTESVILLE, VA 22,902
BOARD OF ARCHITECTURAL REVIEW
ZONING:
FIRE OFFICIAL
PD -MC PLANNED DEVELOPMENT MIXED COMMERCIAL
NMD NEIGHBORHOOD MODEL DISTRICT (BY ZMA 02-02)
a
CRITICAL SLOPES WAIVER APPROVED 12/13/2005
TOTAL ACREAGE FOR PHASE 2 PARCEL 46: 3.90 ACRES.
0 0
GROSS RESIDENTIAL DENSITY: 64 UNITS/3.90 =.15.38 DU/ACRE
V>
1
MAGISTERIAL DISTRICT: RIO
U
SOURCE OF BOUNDARY SURVEY: BOUNDARY SURVEY BY RIVANNA ENGINEERING & SURVEYING,
PLC.
SOURCE OF TOPOGRAPHY: LOUISA AERIAL SURVEY'S
BENCHMARK: EDGE OF PAVEMENT ON DEERWOOD DRIVE; ELEV =561.97; USGS DATUM
M
SETBACKS:
FRONT YARD: BUILDING - MIN 5' FROM PUBLIC R/W
U
- MAX 2.0' FROM PUBLIC R/W
6
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SIDE YARD: 3'
REAR YARD: 3'
UNDISTURBED BUFFER: 50' UNDISTURBED BUFFER FROM STREAM
100' GREENWAY BUFFER FROM STREAM
MAXIMUM BUILDING HEIGHT: 50' WITH MAXIMUM OF 3 STORIES FACING STREET.
CURRENT USE: VACANT
PROPOSED USE: 64 TOWNHOUSES
PARKING SCHEDULE:
REQUIRED: 2 SPACES PER UNIT x 64 UNITS = 128 SPACES
+ 1 GUEST SPACE PER 4 UNITS = 16 SPACES
TOTAL = 144 SPACES
UD
PROVIDED: 2 CAR GARAGE PER UNIT x 64 UNITS = 128 SPACES
+ PARKING ON PRIVATE/PUBLIC STREETS = 82 SPACES
210 SPACES
(NO PARKING IN FRONT OF GARAGES ON ALLEYS)
LAND USE BLOCK I
TOTAL DWELLING UNITS: 32
RESIDENTIAL DENSITY: 32 UNITS/1.98 = 16.16 DU/ACRE
TOTAL RESIDENTIAL SF: 56,704 SF
LAND USE SCHEDULE:
PRE -DEV % POST -DEV %
BUILDING: 0 SF 0 29,440 SF 34.1
ROAD: 0 SF 0 19,970 SF 23.2
IMPERVIOUS: 0 SF 0 10,581 SF. 12.3
PERVIOUS: 86,249 SF 100 26,258 SF 30.4
TOTAL: 86,249 SF 100 86,249 SF 100
LAND USE BLOCK V
a
TOTAL DWELLING UNITS: 32
RESIDENTIAL DENSITY: 32 UNITS/1.92 = 16.67 DU/ACRE
�
TOTAL RESIDENTIAL SF: 56,704 SF
LAND USE SCHEDULE:
PRE -DEV % POST -DEV %
BUILDING: 0 SF 0 29,440 SF 35.2
ROAD: 0 SF 0 20,331 SF 24.3
IMPERVIOUS: 0 SF 0 10,581 SF 12.7
PERVIOUS: 83,635 SF 100 23,283 SF 27.8
TOTAL: 83,635 SF 100 83,635 SF 100
I SITE SPECIFIC NOTES
1. THIS SITE IS NOT LOCATED IN A RESERVOIR WATERSHED.
2. THE SPILLOVER OF LIGHTING FROM OUTDOOR LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN
RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF (1/2) FOOT CANDLE.
3. NO LIGHT FIXTURE EXCEEDING 3,000 LUMENS SHALL BE INSTALLED ON THE SITE.
3. PROPOSED CRITICAL SLOPES SHALL BE STABILIZED WITH BLANKET MATTING.
4. STORMWATER RUNOFF FOR THIS SITE IS MANAGED BY THE REGIONAL STORMWATER MANAGEMENT FACILITY
ADJACENT TO TIMBERWOOD BLVD, UPSTREAM OF THE SITE. WATER QUALITY IS MANAGED BY THE FACILITIES
SHOWN ON THE PLAN APPROVED WITH PHASE 1.
5. WATER METERS SHALL BE SIZED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY.
6. I-;, NDICAP RAMPS SHALL BE PROVIDED AT ALL CROSSWALK LOCATIONS.
7. LC ; 10" THROUGH 117 SHALL HAVE GRINDER PUMPS FOR BASEMENT FIXTURES.
GIFLNERAL NOTES
1. DO NOT SCALE THESE DRAWINGS. USE DIMENSIONS SHOWN ONLY. BRING ANY DISCREPANCIES TO THE
ATTENTION OF THE ENGINEER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL DIMENSIONS.
2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES.
3. THERE IS NO 100 YEAR FLOOD PLAIN ON THIS SITE.
4. UNITS WITHOUT DETACHED GARAGES INCLUDE TWO CAR GARAGES IN BASEMENT.
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GENERAL WATER,
&
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 ARE NOT NECESSARILY SHOWN ON THE PLANS AND, WHERE SHOWN, ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS
NECESSARY.
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE MOST RECENT GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY.
4. DATUM FOR ALL ELEVATIONS SHOWN IS USGS.
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 FEET OF COVER, MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS
AND WATER LINES.
7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LO:;ATED OUTSIDE OF ROADSIDE DITCHES.
8. ALL NEW UTILITY EASEMENTS SHALL BE DEDICATED TO CSA.
9. VALVES ON DEAD-END LINES SHALL BE RODDED TO PRCVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. _j
y ALBEMARLECOUNTY ENGINEERING GCONSTRUCTION NOTES
1. PRIOR TO COMMENCEMENT OF 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 (V.D.O.T.). THIS PLAN AS DRAWN MAY NOf ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS .SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.T., UNLESS OTHERWISE NOTED.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE 1= ;OVIDED 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 FERTIL!?E0, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR
BETTER ARE TO BE ACHIEVED.
5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH M' . BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER
TO STABILIZE A DRAINAGE CHANNEL.
6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE ;1iRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III.
8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION �4(1ST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
9. ALL NEW PUBLIC DRAINAGE EASEMENTS SHALL BE DEDICATED TO PUBLIC USE.
i
APPROVALS
DATE
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NO. DESCRIPTION DATE
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Sheet No:
30 0 30 GO 90
SCALER 30' C4 of
.J.�io vvirli
LD -229 Storm Drain Design Computations __- ; _ �`r E
Route: Abington Place Proj: Hollymead Towncenter I I I j - o p - -
County: Albemarle District: Rivanna 555 I - 1 _ _ .._ L::: : _ o I J �� cv � �
M
CO IDescription: Pipe Calculations I _.. _ _._ __. _ _ u .... m - _ _ __.. 555 0 -
I �
From
To Point
Catch
Runoff Inc
4"
Accum Tot
12"
Tot
Tot Up
LD -204 Stormwater Inlet Computations
Dn
Pipe Inv
12"
Pipe
11.25
Pipe
Velocity
Flow time
Point
Sag Inlets Only
L
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16
U
is
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17
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C
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18
P
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V
19
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m
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m
V
20
O)
•C
21
2
-LS
f)
t� (A
•O
Q IZ
U
22 23 24
23
(in/hr)
(cfs) EI
(ft)
EI
(ac)
-________.__�--�-------__-_.._._-I--____-_-_
(in)
(in/hr)
(cfs)
(cfs)
(cfs)
1
('/')
('/')
('/')
(ft)
(ft)
O �>._..
(cfs)
(cfs)
(ft)
(ft) (ft)
ST -28
DI -3B
.14
8
0.33
0.78
0.26
ST -1 1
4.0
1.03
0.70
1.03
0.016
0.031
0.02
0.083
3.66
0.19
100%
1.03
0.00
15
11.9
ST -27
DI -313
ST -10
8
0.33
0.801
0.26
0.62
4.0
1.06
4.22
1.06
0.016
0.031
0.02
0.083
3.74
0.19
100%
1.06
0.00
-
ST -26
DI -3B
10
0.47
0.85
0.40
_
4.0
1.60
1
1.60
0.016
0.031
0.021
0.083
5.13
0.22
100%
1.60
0.00
5.0
6.81
ST -26A
DI -313
552.50
10
0.50
0.77
0.39
6.5
4.0
1:54
1.54
0.016.
0.031
0.02
0.083
5.00
0.22
100%
1.54
0.00
HDPE--@_2.7%_,
Inlet-Pratectior�-.---;-..._--__
_9F5I)I
ST -9
ST -8
0.04
0.76
0.03
0.68
5.2
6.74
4.61
551.85
551.61
24.1
1.00
15
8.4
4.79
0.1
ST -16A
DI -313
0.13
8
0.25-
0.59
0.15
6.72
4.0
0.59
0.00
0.59
0.016
0.02
0.02
NA
5.19
0.10
94%
0.561
0.04
.,n
� YV NI
, '� 11
71 U II
-
o. o o.. o
-
>
i Contractor to V
� 95�-Gompactioni--in
of
All ._..._._.___.._:-_.
I
ST -76
ST -7A
0.371
0.62
0.23
0.23
5.0
6.81
1.56
555.56
ST -13A
DI -313
0.99
10
0.25
0.66
0.17
0.2
4.0
0.66
0.04
0.70
0.016
0.02
0.02
NA
5.54
0.13
99%
0.69
0.00
h82 __ _
15
9.8
6.70
0.2
"-
525
-------
(@
ST -7
ST -6
ST -16B
DI -3B
0.09
8
0.42
0.61
0.26
549.39
4.0
1.02
1.00
1.02
0.016
0.02
0.02
NA
6.38
0.13
80%
0.82
0.20
1.25
5.4
ST -16
DI -313
546.80
8
0.07
0.81
0.06
18
4.0
0.23
0.20
0.43
0.016
0.02
0.02
NA
4.61
0.13
99%
0.428
0.00
ST -15
DI -313
8
0.12
0.91
0.11
ST -5
4.0
0.43
0.00
0.43
0.016
0.02
0.02
NA
4.6
0.09
99%
0.43
0.00
8.4
3.41
0.1
ST -5
ST -4
0.33
0.80
ST -14A
DI -3B
5.5
6
0.19
0.80
0.15
61.2
4.0
0.61
18
0.61
0.016
0.028
0.02
0.083
2.1
0.16
100%
0.61
0.00
6.64
10.75
533.50
533.05
15.9
2.83
24
49.4
12.55
0.0
ST -11
DI -36
6
0.60
0.70
0.42
0.80
4-0
1-681
5.0
1.68
0.016
0.111
0.02
0.083
2.9
0.18
65%
1.09
0.59
0.0
ST 9
DI -3B
10
0.04
0.76
0.03
4.0
0.12
0.59
0.71
0.016
0.020
0.02
NAI
5.6
0.11
98%
0.70
0.01
0.00
1.70
ST -5
DI -313
11.28
8
0.33
0.801
0.26
4.0
1.06
0.01
1.07
0.016
0.150
0.02
0.083
1.8
0.16
85%
0.91
0.16
531.05
530.80
ST -4
DI -313
10
0.09
0.701
0.06
ST -2
4.0
0.25
0.16
0.41
0.016
0-040
0.02
NA
4.0
0.08
100%
0.41
0.00
30
68.1
4.86
0.9
ST -1A2
ST 1A1
0.13
ST -9A
DI -313
0.11
8
0.05
0.66
0.03
525.84
4.0
0.13
0.13
0.016
0.020
0.02
NA
3.0
0.06
100%
0.13
0.00
5.1
6.77
ST -5A
DI -313
522.70
10
0.06
0.87
0.05
14.2
4.0
0.21
ST -1A
0.21
0.016
0.150
0.02
NA
2.4
0.05
99%
0.21
0.00
25.2
0.64
ST -313
DI -36
8.5
6
0.10
0.80
0.08
4.0
0.32
0.00
0.32
0.016
0.025
0.02
NA
4.0
0.08
89%
0.29
0.03
ST -3
DI -313
0.26
6
0.10
0.801
0.08
6.81
4.0
0.32
0.04
0.36
0.016
0.053
0.02
NA
3.6
0.07
77%
0.28
0.08
0.00
3;
ST -1A2
DI -3B
6.79
10
0.13
0.81
0.11
4.01
4.0
0.42
0.08
0.50
0.016
0.040
0.02
NA
4.3
0.09
96%
0.48
0.02
3.08
544.50
ST -1A1
DI -3B
2.72
10
0.12
0.78
0.09
0.0
4.0
0.37
0.02
0.39
0.016
0.040
0.02
NA
3.9
0.08
99%
0.39
0.01
ST -1A
DI -3C
8
0.08
0.82
0.07
0.26
4.0
0.26
0.011
0.27
0.016
0.001
0.02
IWAI
6-8
0.14
100%
0.27
0.00
ST -27
ST -26-1
ST -1A
DI -3C
0.21
8
0.02
0.82
0.02
562.90
4.0
0.07
0.001
0.07
0.016
0.001
0.02
NA
4.1
0.14
100%
0.07
0.00
0.47
5.8
ST -1A
DI -3C
556.24
8
0.10
0.82
0.08
15
4.0
0.33
0.011
0.33
0.016
0.001
0.02
NA
0.87
6.6
100%
0.33
0.00
0.143
0.5 0.286 2.99
1.68
15
8.4
7.31
0.1
ST 26-A
STA F
0.50
0.77
0.39
1.26
6.7
6.36
8.01
547.88
545.25
82.2
3.20
15
11.6
10.17
ST -7A
DI -36
ST -1E1
8
0.18
0.77
0.14
6.8
4.0
0.55
540.00
0.55
0:016
0.013
_0.02
NA
5.2
0.10
96%
0.53
0.02
0.34
0.72
ST -7
DI -313
6.9
8
0.12
0.75
0.09
66.0
4.0
0.36
0.02
0.38
0.016
0.02u
02
NA
4.4
0.09
100%
0.38
.0.00
6.28
14.06
530.05
529.41
32.0
2.00
18
19.3
11.88
0.0
ST -713
DI -313
8
0.37
0.621
0.23
0.82
4.0
0.92
5.0
0.92
0.016
0.01F
0.02
NA
6.3
0.13
85%
0.78
0.14
0.1
ST -1 D1
ST -8
DI -3B
0.76
10
0.13
0.81
0.11
2.08
4.0
0.42
0.14
0.56
0.016
0.020'
-0.02
NA
7.3
0.15
100%
0.56
0.00
ST -1 D
ST -1 C
0.22
0.76
0.17
2.71
7.0
6.27
17.01
528.55
526.25
STA 3
DI -313
6
0.05
0.90
0.05
4.0
0.18
0.00
0.18
0.016
0.02
0.02
NA
3.33
0.07
100%
0.18
0.00
ST -2
D(-313
ST -1 C3
6
0.04
0.90
0.04
0.22
4.0
0.14
0.00
0.14
0.016
0.053
0.02
NA
3.0
0.06
97%
0.14
0.00
ST -1 C1
0.00
ST -1
DI -36
0.22
10
0.12
0.90
0.11
526.25
4.0
0.43
0.00
0.44
0.016
0.040
0.02
NA
4.1
0.08
100%
0.44
0.00
5.4
6.68
3.06
525.80
525.75
2.9
1.70
15
11.0
7.62
0.0
ST -1 D2
DI -313
10
0.18
0.82
0.15
0.00
4.0
0.59
3.17
0.59
0.016
19.80
0.02
NA
32.0
0.90
100%
0.59
0.00
0.161
0.5 0.322 3.89
ST -1 E
DI -313
0.34
10
0.35
0.75
0.26
6.23
4.0
1.05
522.50
1.05
0.016
0.02
NA
7.45
0.2
56%
0.59
0.46
0.198
0.5 0.396 5.711
3.42
7.4
6.18
21.14
521.75
521.25
74.6
0.67
30
43.6
5.99
0.2
ST -1 D1
DI -36
I
10
0.211
0.76
0.16
4.01
0.64
0.00
0.641
0.016
0.064
0.02
NA
4.31
0.07
90%
0.58
0.06
301
STA D
DI -3B
0.0
8
0.22
0.76
0.17
4.0
0.67
0.06
0.73
0.016
0.02
NA
81%,
0.59
0.14
0.185
0.5 0.37 5.07
LD -229 Storm Drain Design Computations __- ; _ �`r E
Route: Abington Place Proj: Hollymead Towncenter I I I j - o p - -
County: Albemarle District: Rivanna 555 I - 1 _ _ .._ L::: : _ o I J �� cv � �
M
CO IDescription: Pipe Calculations I _.. _ _._ __. _ _ u .... m - _ _ __.. 555 0 -
I �
From
To Point
Catch
Runoff Inc
4"
Accum Tot
12"
Tot
Tot Up
n
12
Dn
Pipe Inv
12"
Pipe
11.25
Pipe
Velocity
Flow time
Point
A
Coef AC
AC Tc
w
Int
Flow Inv
r
Inv
Len S
Dim
Cap
Inc
W
Q
�
(ac)
N
=.
0
IN
(min)
56o
(in/hr)
(cfs) EI
-_--`.__�________ -_
EI
(ft) %
-________.__�--�-------__-_.._._-I--____-_-_
(in)
__-__ �-+-�-.0 -
(cfs)
(ft/s)
(min)
1
2
3
4
5
6 7
O �>._..
8
9
10
11
12
13
.14
.+
15
16
17
ST -1 1
ST -10
0.60
0.70
0.42
0.42
5.0
6.81
2.86
557.68
557.32
17.9
2.01
15
11.9
8.00
0.0
ST -10
ST -9
0.29
0.69
0.20
0.62
5.0
6.80
4.22
554.49
552.60
54.0
3.50
15
15.7
4.33
0.2
-
OOdop
- I
co.
_
..
I
_,__------------
ST -9A
ST -9
0.05
0.66
0.03
0.03
5.0
6.81
0.22
552.68
552.50
17.9
1.01
15
6.5
4.09
0.1
__-__.__-------
. lr
%A--rCeoqn suacntdieo5"
540
HDPE--@_2.7%_,
Inlet-Pratectior�-.---;-..._--__
_9F5I)I
ST -9
ST -8
0.04
0.76
0.03
0.68
5.2
6.74
4.61
551.85
551.61
24.1
1.00
15
8.4
4.79
0.1
ST -8
ST -7
0.13
0.81
0.11
0.79
5.3
6.72
5.30
551.26
550.94
32.0
1.00
15
8.4
7.21
0.1
.,n
� YV NI
, '� 11
71 U II
-
o. o o.. o
-
>
i Contractor to V
� 95�-Gompactioni--in
of
All ._..._._.___.._:-_.
I
ST -76
ST -7A
0.371
0.62
0.23
0.23
5.0
6.81
1.56
555.56
555.24
32.3
0.99
: .-
15
8.4
2.80
0.2
ST -7A
ST -7
0.18
0.77
0.14
0.37
5.2
6.76
2.49
555.14
553.90
91.2
1.36
h82 __ _
15
9.8
6.70
0.2
"-
525
-------
(@
ST -7
ST -6
0.12
0.75
0.09
1.25
5.4
6.70
8.35
549.39
549.21
18.0
1.00
520
18
13.7
8.10
0.0
ST -6
ST -5
0.00
0.00
0.00
1.25
5.4
6.69
8.34
546.80
541.84
90.8
5.46
::_
18
31.9
15.14
0.1
ST -5A
ST -5
0.06
0.87
0.05
0.05
5.0
6.81
0.36
542.09
541.91
18.0
1.00
15
8.4
3.41
0.1
ST -5
ST -4
0.33
0.80
0.26
1.56
5.5
6.66
10.41
539.01
536.34
61.2
4.36
18
28.5
14.82
0.1
ST -4
ST -3A
0.08
0.70
0.06
1.62
5.6
6.64
10.75
533.50
533.05
15.9
2.83
24
49.4
12.55
0.0
ST -313
ST -3A
0.10
0.80
0.08
0.08
5.0
6.81
0.54
535.00
534.50
15.9
3.14
15
14.9
5.79
0.0
ST -3A
ST -3
0.00
0.00
0.00
1.70
5.6
6.64
11.28
531.55
531.15
41.4
0.97
24
28.9
5.04
0.1
ST -3
ST -2
0.09
0.77
0.07
1.77
5.6
6.63
11.73
531.05
530.80
25.3
0.99
24
29.2
8.77
0.0
ST -2
ST -1
0.04
0.90
0.04
1.80
5.7
6.62
11.95
526.00
521.75
260.4
1.63
30
68.1
4.86
0.9
ST -1A2
ST 1A1
0.13
0.81
0.11
0.11
5.0
6.81
0.72
526.90
525.84
47.3
2.24
15
12.6
5.58
0.1
ST 1A1
ST -1A
0.12
0.78
0.09
0.20
5.1
6.77
1.35
524.84
522.70
74.9
2.86
15
14.2
7.37
0.2
ST -1A
ST -1
0.10
0.82
17.08
0.28
5.3
6.72
1.89
522.01
521.85
25.2
0.64
15
8.5
5.64
0.1
ST -1 I
ST -1 H
0.26
0.83
0.22
0.22
5.0
6.81
1.47
553.00
552.60
23.3
1.72
15
11.0
6.27
0.1
ST -1 H
ST -1G
0.00
0.00
3;
0.22
5.1
6.79
1.47
551.50
545.10
159.4
4.01
15
16.8
2.70
1.0
ST -1G
ST -1 F
0.32
0.80
:,.26
0.47
6.0
6.52
3.08
544.50
544.40
3.7
2.72
15
13.8
9.11
0.0
ST -28
ST -27
0.33
0.80
0.26
0.26
5.0
6.81
1.80
564.00
563.43
44.0
1.30
15
7.4
2.94
0.2
ST -27
ST -26-1
0.27
0.78
0.21
0.47
5.2
6.74
3.20
562.90
557.74
237.9
2.17
15
9.5
7.01
0.6
ST -26-1
ST -26
I 0.00
0.80
0.00
0.47
5.8
6.58
3.12
556.24
552.19
180.2
2.25
15
9.7
4.00
0.8
ST -26
ST -26A
0.47
0.85
0.40
0.87
6.6
6.39
5.58
550.94
550.20
44.0
1.68
15
8.4
7.31
0.1
ST 26-A
STA F
0.50
0.77
0.39
1.26
6.7
6.36
8.01
547.88
545.25
82.2
3.20
15
11.6
10.17
0.1
ST -1F
ST -1E1
0.00
0.72
0.00
1.73
6.8
6.33
10.96
540.00
538.50
35.0
4.24
15
17.3
11.81
0.0
ST -1E1
STA E
0.34
0.72
0.25
1.98
6.9
6.31
12.46
537.32
534.55
66.0
4.24
15
17.3
11.81
0.1
ST -1 E
ST -1 D
0.35
0.75
0.26
2.24
7.0
6.28
14.06
530.05
529.41
32.0
2.00
18
19.3
11.88
0.0
ST -1 D2
STA D1
0.18
0.82
0.15
0.15
5.0
6.81
1.01
541.03
536.83
53.4
7.87
15
23.4
10.14
0.1
ST -1 D1
STA D
0.21
0.76
0.16
0.31
5.1
6.78
2.08
536.63
534.80
164.3
1.11
15
8.5
6.43
0.4
ST -1 D
ST -1 C
0.22
0.76
0.17
2.71
7.0
6.27
17.01
528.55
526.25
82.2
2.80
181
22.8
14.13
0.1
ST -1 C3
ST -1 C2
0.26
0.83
0.22
0.22
5.0
6.81
1.47
535.00
533.85
22.6
5.08
15
18.9
2.55
0.1
ST -1 C2
ST -1 C1
0.00
0.00
0.00
0.22
5.1
6.77
1.46
533.50
526.25
159.7
4.54
15
17.9
8.84
0.3
ST -1C1
ST -1C
0.31
0.78
0.24
0.46
5.4
6.68
3.06
525.80
525.75
2.9
1.70
15
11.0
7.62
0.0
ST -1C
ST -1131
0.00
0.73
0.00
3.17
7.1
6.25
19.80
524.19
523.85
32.0
0.90
24
27.9
7.45
0.1
ST -1 B 1
ST -113
0.34
0.73
0.25
3.42
7.2
6.23
21.30
523.15
522.50
72.0
0.90
24
27.9
7.45
0.2
ST -1 B
ST -1
0.00
0.00
0.00
3.42
7.4
6.18
21.14
521.75
521.25
74.6
0.67
30
43.6
5.99
0.2
ST -1
Outfall
0.12
0.90
0.11
5.61
7.6
6.14
34.431
520.60
520.50
15.6
0.64
301
42.71
9.65
0.0
2 STORM DRAIN DESIGN COMPUTATIONS
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540 I-.______ l________________�__"_._--_--_--_--�_-_- _ 540 520 �, o �, L.__._._ ._ . W or � � --.__ ___ �._ __
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II _- ---___--. 1_______.-_-_._-- -------.-----------L______ __-----------_-__.__ _ .___.__.__ .___-------._____,_ _.. __-.- --- --__-_ ----___. __.__.__-____�.__L ___-- ___ -----._-;-- -__ __... ____.. _.._. __ . __._ ' _ cn rn •� - ----' -o rn _ I I , . 1.63%-- I - I
535 _.._.-___-.----___.___ __ __. 535 25 t5 a; . _ . _ o� o • _ . _ I_._ .__ .___ _ _.�_ _. " _-. 30 -HDPE_ � _.... _,-_-- .---.__.._._ _ _ __._ .41 24 _ _____---------__-...-
0+00 1+00 2+00 3+00 4+00 5+00 6+00 HDPE @ 0.6% � o � � o+ + N � 525 L___.__.. ,� " -_ I _ :260._._. __ - _.._. _ ___. _ _. __ _ _._ _. _. HDPE _ --_ ___ 0-0 _ :_ _ ____. .._ _" _._ .._
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STORM SEWER PROFILE ST IF ->28 �,
5 STORM
Hort, 1R P Vert 6 STORM SEWER PROFILE ST 1->1A2 STORM SEWER PROFILE OUTFALL ->ST 3 EXISTING W o
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VARIOUS TYPES OF OUTLETS
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WITH WATERTIGHT ADAPTERS FOR:
12X12. �
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ADS N-12 SDR -35 SEWER
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11.50
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CONFORM T
1. QUALITY: MATERIALS SHALL C 0 ASTM A536 GRADE 70-50-05.
2. MATERIAL: DUCTILE IRON.
3: PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT. = 39.75 S
4. APPROX DRAIN AREA Q IN.
5. APPROX WEIGHT = 20.15 LBS.
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY AWA MATERIAL 3130 VERONAAVE
DRAWN BY CJA MATERIAL 3130 VERONA AVE NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR
BUFORD, GA 30516
SUBJECT DATE OSMAY00
DUCTILE IRON PHN 0 932-2443
1HISPRINTDIS(x.OSES POSSESSION � )
BUFORD GA 30518
THERE FAX 0932 2490
NYLOPIASi HAS PROPRIETARY Itl(�iTS. RECEIPT OR
OR LICENSE THE USE OF THE DESIGN OR in )
TRANSFER �y �}
d�l�y ® i��ll
DATE 6-2599
PHN 09322443 ,Y
wNOFTHtsPwNrooESNorcoH • I .t�sc«n
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TECHNICAL INFORMATION SHOWN
APPDBY CJA PROJECT
TRANSFER. ORUCBISETHE USE OFTHE DESIGN OR � �� ' ��•���� FAX (770) 932-2490
REPRODUCTION oFTHtsPRINT oRANY INr-MwnoN TITLE
TECHNICAL IIFORMATiON SFWNM HBtB1 APPDBY CJA PROJECT NOJNAME www. .can CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLEGRATE /COVER
RE+RODUCTIONOFTHIS PRINT OR•ANY•INFORMATION TITLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS DATE 05MAYD0 12'DROP'IN
CONTAINED HEREJ, OR MANUFACTURE OF ANY ARTICLE DATE Sir yy INLINE DRAIN 12' DESIGN DETAILS
FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION
HHtEFROM, FOR THE DISCLOSURE TO OTHERS E FROM NYLOgAST• DWG SIZE A SCALE 1:4 SHEET 10F 1 DWG N0. 7001-110-021 REV B
FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION
DWG SIZE A SCALE NTS SHEET 10F 1 DWGNO 7003.110-002 REV B
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_
5351-
530
550 I
__-__.._ .. __..M . _..___._.._. _ I
_._.. _ _____. _.�sn..�5
�.__.___ ir1:2" Storm - _.....
I_ . ____ �g �: _ _._._-1,__._____
._.._--._ . _ _.: _._._ _ _--_._._ ____J
550
DIP fl.7
.76--
%530
525
Proposed rade.
5451._.,__
_ .__.
5301
�1-
I � J530
545
0+00 0+50 1+00 1+50 2+00 2+50
530
5201
;
1520
0+00 0+50 1+00 1+50 2+00
540__-.__
I -' - r►- It-__
__-__
____ _
_.__� ___ ___.__ __.____
m
540
°O
1
525
1535Co__cionT
-1525
__-,--
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_15"Sf
ini
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In 4
12"
12
520
0
5301
0+00 0 0+50 0 i 1+00 1+50 c'
2+00 2+50
'530
2
5251--
I._-___.___._..1525
5201
-
► -r_
_
520
515-?
-
-- ---- --
_ _ i_ _ _
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515
�I
5101
�
t
-,--------_.______
.�_ ._._.._._.._._.-___.__..1510
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50
i SANITARY SEWER LINE:
Fj 1" = 10' VERT; 1"=50' HORZ
3 SANITARY SEWER LINE: MH B3 - MH 133A NOTES:
C 6 1" = 10' VERT; 1"=50' HORZ 1. MINIMUM 3' OF COVER OVER TOP OF PIPE.
2. CONTRACTOR TO PROVIDE 95% COMPACTION IN FILL AREAS (TYP).
z c:) CD
.;
00
-.o �-uaua�r� I -`n`1555
II II II Ii
CONNECTION
5501
-44-1L
'�
`^ `-- I �ffY
550
---� = u li a n
_ _ _ _f
. E _._- N --
550
565
EXISTING SANITARY
''.e
ON CONCRETE BLOCKS
SEWER PIPE
560
L -1r-
MIN. 12" CLEARANCE
BE PREFORMED BY
560
-_.
555
_ ._
C -aE>>>
- 1> 1>_
I N :� _ - _L
m J!I
_.--Rroposed Grade _ .
o-
_'_1555
I
5501
540
PLUS 6".
I
550
_
_ ____ _I
,_. Existing..�wde _ _ - ]-
a _.I
SOLID CONCRETE BLOCKS r• Y 1 '
CENTER W/RISER
DOGHOUSE MANHOLE BASE
WALL (4 EACH)
545-i
-
-1-40-.5-0
___..-___.
_�_ _ --
1540
- _;_ �-___1545
540
:o
'sting-GFedI
,
I__ �- --
l 540
_
5351-
530
r
5351----
---- - - __._I
_ __. _._ _ _ �___._.__.__.
_ _ ___._�. _Fv -_ .�
535
DIP fl.7
.76--
%530
525
525
5301
�1-
I � J530
_-------
0+00 0+50 1+00 1+50 2+00 2+50
3 SANITARY SEWER LINE: MH B3 - MH 133A NOTES:
C 6 1" = 10' VERT; 1"=50' HORZ 1. MINIMUM 3' OF COVER OVER TOP OF PIPE.
2. CONTRACTOR TO PROVIDE 95% COMPACTION IN FILL AREAS (TYP).
z c:) CD
.;
4 SANITARY SEWER LINE: MH B2 - MH 132A
C 6 1" = 10' VERT; 1"=50' HORZ
.NOTES:
1. MINIMUM 3' OF COVER OVER TOP OF PIPE.
2. CONTRACTOR TO PROVIDE 95% COMPACTION IN FILL AREAS (TYP).
0
cow
+ n I I
M Un
555.__f
00
-.o �-uaua�r� I -`n`1555
II II II Ii
CONNECTION
5501
-44-1L
'�
`^ `-- I �ffY
550
---� = u li a n
_ _ _ _f
. E _._- N --
550
EXISTING SANITARY
''.e
ON CONCRETE BLOCKS
SEWER PIPE
DOGHOUSE OPENING SHAL._
�--�� �------
MIN. 12" CLEARANCE
BE PREFORMED BY
545
MANUFACTURER OR
-pEo ase i rade -
1545
SAW CUT TO FIT PIPE
540
i ade�
540
PLUS 6".
-11
iv
8"x8"x16" AND 4%8 x16"
SOLID CONCRETE BLOCKS r• Y 1 '
CENTER W/RISER
DOGHOUSE MANHOLE BASE
WALL (4 EACH)
540
��
I
- �_ _'_- -_
_�_ _ --
1540
/WITH PSI CONCRETE
OR NON -SHRINKING GROUT
:o
'sting-GFedI
_
5351-
530
r
It
-? -- --
535
ectiorr + - ----- -
io i
DIP fl.7
.76--
%530
525
525
530
_-------
530
5201
;
1520
0+00 0+50 1+00 1+50 2+00
m
1
525
I -
i o
-1525
ini
In 4
520
0
0+00 0 0+50 0 i 1+00 1+50 c'
2+00 2+50
4 SANITARY SEWER LINE: MH B2 - MH 132A
C 6 1" = 10' VERT; 1"=50' HORZ
.NOTES:
1. MINIMUM 3' OF COVER OVER TOP OF PIPE.
2. CONTRACTOR TO PROVIDE 95% COMPACTION IN FILL AREAS (TYP).
0
cow
+ n I I
M Un
555.__f
R
-.o �-uaua�r� I -`n`1555
II II II Ii
CONNECTION
5501
-44-1L
Tom:
`^ `-- I �ffY
1550
1+00 2+00
3+00
4+00 5+(
SET DOGHOUSE BASE
EXISTING SANITARY
''.e
ON CONCRETE BLOCKS
SEWER PIPE
DOGHOUSE OPENING SHAL._
MIN. 12" CLEARANCE
BE PREFORMED BY
545
MANUFACTURER OR
---
124
1545
SAW CUT TO FIT PIPE
540
i ade�
540
PLUS 6".
-11
iv
8"x8"x16" AND 4%8 x16"
SOLID CONCRETE BLOCKS r• Y 1 '
CENTER W/RISER
DOGHOUSE MANHOLE BASE
WALL (4 EACH)
}}}}}iiiunnnnn}MANHOLE it
(SHALLnnnniiuinnnnin,nano}nnu,iii}nnuinuunuun}inuiinnniii,inn,iiniunnnnnuuuniniuununnnui
535311535
ABOVE BASE
AROUND EXISTING PIPE
BE CONSTRUCTED AS SHOWN
ON FIGURE S -1-A
/WITH PSI CONCRETE
OR NON -SHRINKING GROUT
:o
Oi
c F
I
530
..--� - -
1530
I --Go
I
ectiorr + - ----- -
io i
525
525
5201
1520
0+00 0+50 1+00 1+50 2+00
5 SANITARY SEWER LINE: MH B2 - MH 132B
C 6 1" = 10' VERT; 1"=50' HORZ
NOTES:
1. MINIMUM 3' OF COVER OVER TOP OF PIPE.
2. CONTRACTOR TO PROVIDE 95% COMPACTION IN FILL AREAS (TYP).
NOTES:
1. MINIMUM 3' OF COVER OVER TOP OF PIPE.
2. CONTRACTOR TO PROVIDE 95% COMPACTION IN FILL AREAS (TYP)
(4) 1" (25mm) DIA HOLES
ON 32 3/4"_ (834mm) DIA
BOLT -
/=A_ -n) LETTERS
=D FLUSH)
3 7/16"
[87mm] 3/16"
3 1/4" [5mm] [83mm]
[83mm] 1/4" (6mm) DIA
NEOPRENE GASKET
7/8"
[22mm] d
/ 3"
/ [76mm]
2 7/8-
3 9/16" " [73mm]
1/16
[90mm] 3 1/8" DIA
4 1/2" [2mm] [79mm]
.[114mm] O.D. OF GASKET GROOVE
FNAMESFECTION SECTION
5 TYP( KAL X-Off'ME fumn & covER
c 6 NOT TO SCS
CLOSED
:KHOLES
3/16"
[5mm]
SEWER SERVICE LATERAL CONNECTION NOTES
1. WHERE A SEWER SERVICE LA1ERAL 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 TIE THE LOWEST PIPE CONNECTED
TO THE MANHOLE.
2.SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE 1
CONNECTED USING A PIPE SA[DLE AS MANUFACTURED BY "SEALTITE",
OR AN APPROVED EQUAL.
3.MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" 2' MIN
PER FOOT )
4.ALL SEWER LATERALS SHALL HAVE A MINIMUM
DIAMETER OF 4".
5.ALL SEWER LATERALS SHALL 1 %VE A MINIMUM COVER
OF 3 FEET.
MAIN LINE
SALT __/
TREATED
FINISHED GROUND 2 x 4
NAARKFR
(2) CORED yy
PICKBARS ALLOW CONCRETE ~i WRAP EXISTING PIPE WITH
TO FLOW A MIN.
nm DIA BOSS1'-0" BEYOND BASE ` NEOPRENE GASKET MATERIAL
r
� < ' BEFORE FILLING THE OPENING
3/8"
[10mm]
OF STRUCTURE J:r < NEOPRENE SECURED BY 2 NOP
CORROSIVE STRAPS, 1 ON
EACH SIDE OF OPENING
1 12" MIN. CAST -IN PLACE
3,000 PSI CONCRETE BASE
3/16" FOUNDATION SECTION VIEW
[5mm]
,,,,,,,I,(III I11111111111111111111111},,,,,,Ili „I,,,,,N,,,,,i,lii,iil if,fi,il„If,I III till ,iii111 It Mil, Ilii,
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.
THE TOP HALF OF EXISTING PIPE TO WITHIN 6"
3. CUT AND REMOVE
OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE
BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN
ACCORDANCE WITH THESE SPECIFICATIONS.
1 O I", TYPICALH LE BAN SHOMMG "DOGT- OUSE" INSTALLATI0�1
ri NOT TO SCALE
495
R
SEWER SERVICE LATERAL
CONNECTION
C 6 NOT TO SCALE
PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN
ACCORDANCE
WITH PART V, SECTION G OF THESE SPECIFICATIONS.
1+00 2+00
3+00
4+00 5+(
SET DOGHOUSE BASE
EXISTING SANITARY
''.e
ON CONCRETE BLOCKS
SEWER PIPE
DOGHOUSE OPENING SHAL._
MIN. 12" CLEARANCE
BE PREFORMED BY
BETWEEN EXISTING PIPE
MANUFACTURER OR
H
AND STONE BEDDING
SAW CUT TO FIT PIPE
OUTSIDE DIAMATER f ! . ,� d k',=
PLUS 6".
a-12" THICK VDOT
No. 68 STONE BEDDING
8"x8"x16" AND 4%8 x16"
SOLID CONCRETE BLOCKS r• Y 1 '
CENTER W/RISER
DOGHOUSE MANHOLE BASE
WALL (4 EACH)
}}}}}iiiunnnnn}MANHOLE it
(SHALLnnnniiuinnnnin,nano}nnu,iii}nnuinuunuun}inuiinnniii,inn,iiniunnnnnuuuniniuununnnui
}}
FILL DOGHOUSE OPENING
ABOVE BASE
AROUND EXISTING PIPE
BE CONSTRUCTED AS SHOWN
ON FIGURE S -1-A
/WITH PSI CONCRETE
OR NON -SHRINKING GROUT
(2) CORED yy
PICKBARS ALLOW CONCRETE ~i WRAP EXISTING PIPE WITH
TO FLOW A MIN.
nm DIA BOSS1'-0" BEYOND BASE ` NEOPRENE GASKET MATERIAL
r
� < ' BEFORE FILLING THE OPENING
3/8"
[10mm]
OF STRUCTURE J:r < NEOPRENE SECURED BY 2 NOP
CORROSIVE STRAPS, 1 ON
EACH SIDE OF OPENING
1 12" MIN. CAST -IN PLACE
3,000 PSI CONCRETE BASE
3/16" FOUNDATION SECTION VIEW
[5mm]
,,,,,,,I,(III I11111111111111111111111},,,,,,Ili „I,,,,,N,,,,,i,lii,iil if,fi,il„If,I III till ,iii111 It Mil, Ilii,
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.
THE TOP HALF OF EXISTING PIPE TO WITHIN 6"
3. CUT AND REMOVE
OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE
BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN
ACCORDANCE WITH THESE SPECIFICATIONS.
1 O I", TYPICALH LE BAN SHOMMG "DOGT- OUSE" INSTALLATI0�1
ri NOT TO SCALE
495
0+00
1+00 2+00
3+00
4+00 5+(
NOTES:
2 SANITARY SEWER LINE: MH A - MH C 1. MINIMUM 3' OF COVER OVER TOP OF PIPE.
C 6 1" = 10' VERT; 1"=50' HOR'Z 2. CONTRACTOR TO PROVIDE 95% COMPACTION IN FILL AREAS (TYP).
N - - c
InNN�Q
o��-C
U 0) n
J mm
4F 1 d
E V N u
c
O 00
.0^>' N
r- W
O Q
yv i h
0 w
4a arc
PLTH o
i
4�_
'TIMOTHY RAY MILLER
Lic. No. 30542
,o
Po��ss/
ONAL
Revisions:
NO. DESCRIPTION DATE
1. COUNTY CMNTS 05.14.07
2. COUNTY CMNTS 07.26.07
3. COUNTY CMNTS 09.10.07
FRAME & COVER
:(SEE FIG. S-I-D,E) STREET SURFACE OR
REMAINING BACKFILL SHALL NON -PAVED AREA
NOT CONTAIN ROCK MATERIAL SLOPED AREA
36"MIN LARGER THAN 6" IN ANY
DIMENSION
24"MI 1 '-0" MAX
INTIAL BACKFILL* 2'-0"
8"MIN (6" LIFTS)
EMBEDMENT * THOROUGHLY COMPACTED "WEDG-LOK TYPE
BY HAND OR APPROVED RUBBER COATED STEEL
SPRING LINE STEPS OR APPROVED
OF PIPE MECHANICAL T4MPER EQUAL CAST IN PLACE -
HAUNCHi; !'`; 3'-0" MIN
NO. 68 STONE PRECAST REINFORCED
BEDDING 6 max CONCRETE SECTIONS 12 MIN ►�
4" min "0" RING SEALS a 16" MAX ~� a
FOUNDATION (SHALL BE MINIMUM ELEVATION °
REQUIRED WHEN SOIL DIFFERENCE ACROSS M.H. 5" 4'-0" `__
CONDITIONS ARE UNSTABLE 5' W I
(ALL PIPE) FROM INLET TO OUTLET M to
SHALL BE LO.2,0 FEET. a; o
DEPTH OF FLOWjCONCRETE,,
VARIES 0
F1 LLETS
CHANNEL TO BE a) o
NOTE 3/4 DIAMETER OF w
CONTRIBUTING =�� a
1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE SEWER.T
BACKFILLED ENTIRELY WITH NO. 21A STONE. 12"
A FILLETED INVERT FOR A SMOOTH a °
2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED TRANSITION OF FLOW BETWEEN O
AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 INLET & OUTLET PIPE SHALL BE
STONE SHALL BE PROVIDED PROVIDED. WMIN. 6" BEDDING
3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" NOTE: W/ NO. 68 STONE Z �„
BEDDING OF NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE NN C)
SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. w m
2. THE CONSULTANT WILL DETERMINE WETHER MANHOLES SHALL HAVE W m
EXTENDED OR NON -EXTENDED BASES. Q
8 TYPICAL SEWER PIPE INSTALLATION IN TRENCH 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED w
C6 NOT TO SCALE INSIDE AND OUT.
TYPICAL MANHOLE SECTION
9 SHOWING BRANCH TIE-IN > 3 ,,
C 6 NOT TO SCALE s
NN
a o
FRAME & COVER
SEE FIG. S -I -D, E cn
Ld STREET SURFACE OR _<�
z NON -PAVED AREA
o 0 0
SLOPED AREA
2'-0" "WEDG L.OK" TYPE RUBBER COATED �
3000 PSI CONC. LASE 1'-0" MAX o STEEL STEPS OR APPROVED EQUAL
BENCH SLOPED TO FLOW CAST IN PLACE
CHANNEL 11/4" 1' MIN PRECAST REINFORCED CONCRETE O
�- SECTIONS WITH "0" RING SEALS r --i
o 4A o o OR APPROVED EQUAL
i --BRANCH 3' -0 MIN o d E
11 0
THE DROP CONNECTION SHALL BE
12 - �' DUCTILE IRON PIPE (CLASS 50)
D a
�X41,- 5" BACKFILLED IN 6" LAYERS AND
° o o �� o COMPACTED BY HAND TAMPERS OR E-+
12 MIN BACKFILLED WITH SELF -COMPACTING z I
0 2>, 16" MAX STONE. W W
4a
I 5»
16° MINIMUM ELEVATION DIFFERENCE O
VARIE 12"MIN 12"MIN .Q ACROSS M.N. FROM INLET TO w
NOTE: OUTLET SHALL BE 0.20 FEET � a, W
FLEXIBLE CONNECTION
WITH STAINLESS STEEL ALL CONNECTIONS TO o R A FILLETED INVERT FOR A SMOOTH Q z
BAND EXISTING MANHOLES SHALL TRANSITION OF FLOW BETWEEN O
�- BE CORED AND A FLEXIBLE I ff-- INLET & OULET PIPE SHALL BEE -4
w
_j CONNECTION BOOT ° . D ° PROVIDED.
INSTALLED12 U .' p' p ° ,
o °' P CO
3/4 DIA OF LARGEST
PIPE IN MANHOLE
NOTES: -MIN. 6" BEDDING WITH N0. 68 STONE � � Q
TYPICAL MANHOLE PLAN SHOWING 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE
11
BRAN CH TIE-INSPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS.Ail
2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE o
C6 N0� TO sc EXTENDED AOR NON -EXTENDED BASES. °-
3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED
INSIDE AND OUT. / Sheet No:
4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR EN -I RANCE
DESIGN ON SEWERS WITH STEEP SLor'ES.
rl 2
TYPICAL NANH03E WITS DROP CONNECTION-
C6
ONNECTI0NC6 NOT To SCALE of
SIZE BRANCH AND VARIES
VALVE BOX
VALVE THE SAME AS
WATER MAIN
BEND DIMENSIONS
VOL.
o < _ c
VOL.
5751_.___
._ _, _.J� - ._.__I_ _ __ _. _ _ __
L__ - _ _ �.-___._ _._.___ n_....t
_._.� _.___ _ r_.. _... _ ___
__.... _ _____.___�_
575
1
J °'mm
545
L
H
M.J. PLUG
-� n �r
570
1-...__ ._.._..__ _.._ _-_.._ _.____.____.. -----._�.._._
w._.___._1�.___.__._.._.__----._.._._.___..._._..__.._.__._.___._
540
. ,-----._..:V _-:._.�,: _-:f._._._
-.....
570
1560
s
I 535
`o.
';-:
530
o
--1
0 _ �I
o
2.00
_ _(
�- __._ _____._______..L.__..________
____:_.:.-.__.__.._..__ __-_
_----.__ ._..___
22 1/2
N
1 _ _ c,
WATER MAIN
ROD VALVE
5651:_
_:__ ______
..__.._..
N_ _ ____._--___...._,_
TO TEE
I -
o
CN
525
ON-LINE TYPE „B„
li-
r�E
._._..._.
Q �:
5601-__�
__ _i_._
a--______ _ ______...._w .
>---- __' __ __..
I_,_._ _._-_-_---_- .___.____.__._..___
0.48
�,
_
560
�___- _
CD
a
BRASS NIPPLE AND
c .
64a a< `P
2.66
2.77
0.26
CAP
520
--=
-----
..._-___.._ _..._...._._ ..._-_..__._ _'- .._.. ...__.._...._»_... VSs.
_- _ _ 1
,- 8----
..._.._
LUBRICATE ALL THREADS
- __ ✓�
_..�
` _.._._J....._
THRUST BLOCK
IL-----
5151---
540
_
-__
METER BOX (SEE FIG. W-7)(OTIMOTHY
LTHpVALVE
535
BOXNO.
cn
...o
515
555
55511-
i_ _ _.- _ _ _
f a-__ __I_-_-__
- _
_�_ -ii-_
�I
- - -
57 STONEM.J.
FITTING
�.
X
X.._.
_ .__...
w
I
PIPE SLOPEDLic.
550
550
-- _._ �._; _._._
____,.lo
-__w_
2.33
2.58
_______�
0.24
TM
I
r--------_:--P-hose-2
-Rh
EX -is' stingra e
2.33
a�
--I
525525-
l-._.
._._.v..
505 5051-
__.- --____..___L.____-_-
_. ___._
tT9-
cn
..__
1545
5451_..__
_.._.___ _-__ .--.
_,_
_:_ __ __.__
__.__ __-_ _! _�. _ - _._.---:___l.__.
__ _____-
520
vi
Phase 1.1
Phase 2
500
r
------ -
-- - -
v►
-
500
-3+50 -3+00 -2+50 -2+00 -1+50 -1+00 -0+50 0+00 0+50
I _ - -
510
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00
I
540540
-c-
N �-
cn
_-_-___1535
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00
SIZE BRANCH AND VARIES
VALVE BOX
VALVE THE SAME AS
TO DRAIN IF .o
GRADE ALLOWS �o�
VARIES VARIES 2" GALV. OR BRASS SSS/aNAI ENG\
PIPE
NOTES:
1 WATERMAIN 'A' _ TOP P
C 1"=io' v>arr, i"=5o' HORz 1. MINIMUM 3 OF COVER OVER OF PIE. 2" THREADED TAP TYPICAL BLOW -OFF ASSEMBLY Revisions:
2. CONTRACTOR TO PROVIDE 95% COMPACTION IN FILL AREAS (TYP).
c l� NOT TO SCALE PLUG N0. DESCRIPTION DATE
1. COUNTY CMNTS 05.14.07
2. COUNTY CMNTS 07.26.07
3. COUNTY CMNTS 09.10.07
4. COUNTY CMNTS 09.26.07
COVER LIFT NOTCH
a D1� 4/6 END „
L
WATER MAIN
BEND DIMENSIONS
VOL.
o < _ c
VOL.
SIZE
5651_
(FEET)
U magic
1 - 1
_�;-r----------.
1
J °'mm
545
L
H
M.J. PLUG
-� n �r
H
q
VARIES
540
rA cn
M.
3.01
1560
s
I 535
`o.
';-:
530
o
--1
0 _ �I
o
2.00
o p co
2.50
0.15
C�- - _ . _ _ __ _-
22 1/2
N
1 _ _ c,
WATER MAIN
ROD VALVE
�4___.____ _^______ _ ._ _ r� . _� . __� =__ _I______N___
- N
E
cin__
. _____- _w._ ______._ __._- __..
;a
TO TEE
I -
0 Q
-- --�
_._ w__ _
525
ON-LINE TYPE „B„
li-
r�E
._._..._.
Q �:
- VARIES
THREADED COUPLING
o w
_
_...,.»_._-___�_____.-
___1545
0.48
PVC NIPPLE AND CAP
PVC SLEEVE
CD
a
BRASS NIPPLE AND
c .
64a a< `P
2.66
2.77
0.26
CAP
520
--=
-----
..._-___.._ _..._...._._ ..._-_..__._ _'- .._.. ...__.._...._»_... VSs.
_- _ _ 1
,- 8----
..._.._
LUBRICATE ALL THREADS
- __ ✓�
_..�
` _.._._J....._
THRUST BLOCK
0.13
5151---
540
_
oo--
METER BOX (SEE FIG. W-7)(OTIMOTHY
LTHpVALVE
535
BOXNO.
cn
- °'-
515
ICN
Sa
_ _� __�_ _ ___=
00
_
i_ _ _.- _ _ _
f a-__ __I_-_-__
- _
_�_ -ii-_
�I
- - -
57 STONEM.J.
FITTING
�.
X
RAY MILLER a2"
_ .__...
w
I
PIPE SLOPEDLic.
No. 30542
TO DRAIN IF .o
GRADE ALLOWS �o�
VARIES VARIES 2" GALV. OR BRASS SSS/aNAI ENG\
PIPE
NOTES:
1 WATERMAIN 'A' _ TOP P
C 1"=io' v>arr, i"=5o' HORz 1. MINIMUM 3 OF COVER OVER OF PIE. 2" THREADED TAP TYPICAL BLOW -OFF ASSEMBLY Revisions:
2. CONTRACTOR TO PROVIDE 95% COMPACTION IN FILL AREAS (TYP).
c l� NOT TO SCALE PLUG N0. DESCRIPTION DATE
1. COUNTY CMNTS 05.14.07
2. COUNTY CMNTS 07.26.07
3. COUNTY CMNTS 09.10.07
4. COUNTY CMNTS 09.26.07
COVER LIFT NOTCH
a D1� 4/6 END „
L
12 3/8
WATER
CAST IRON LID
18 METER BOX
18
1100,
6" EXTENSION
PIPE SLOT BROOKS
(2 PLACES) 2200 SERIES
(5/8"-1 " METERS)
NOTES:
(1) UNPAVED AREAS (PREFERRED LOCATION): PLASTIC BROOKS 2200 SERIES WITH
6" EXTENSION OR APPROVED EQUAL
WATERMAIN 'B' NOTES: (2) PAVED AREAS (ALTERNATE LOCATION): CAST IRON BINGHAM and TAYLOR No. 6015-B
C 1"=10' VERT, 1"=50' HORZ 1. MINIMUM 3' OF COVER OVER TOP OF PIPE. OR APPROVED EQUAL. USE 6" OF BRICK and/or BLOCK TO INCREASE DEPTH TO 24
2. CONTRACTOR TO PROVIDE 95% COMPACTION IN F!I_L AREAS (TYP). 4 WATERMAIN 'C' NOTES:(3) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID.
U71. MINIMUM 3 OF COVER OVER TOP OF PIPE. 1
1"=10' VERT, 1'°=50' HOftZ p� H
2. CONTRACTOR TO PROVIDE 95% COMPACTION IN FILL AREAS (TYP). 5 _TYPICAL METER BOX c[
C NOT TO SCALE c
Wi r`
^ CID
M CCD
E z
- C:6 _O O
L� !Z
NOTE: HYDRANT MUST BE / 1" COMPRESSION x 3/4" MALE PIPE COUPLING
KENNEDY GUARDIAN (K -81A) EQUIPPED WITH CHARLOTTES- �, ° . OR APPROVED EQUAL
MUELLER CENTURION (A-423) VILLE THREADS WHICHIS Q °
THE LOCAL STANDAR
D 45 W
OR APPROVED EQUAL max' max
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
LENGTH. OF BRANCH VARIES
6' MIN 2' TO 10' a a ° PLUG D ° OO PLACE 5' GALV. WITNESS POST PAINTED r~r� Z N
(270' 1" TYPE "K" _ BLUE TO INDICATE VALVE LOCATION AS F-'-� N
° J SOFT COPPER V
FOR USE ON ATTACHED SINGLE FAMILY o DIRECTED. MARKER LOCATION MAY BE SUBJECT O T
2 RESIDENTIAL SERVICES OR DUAL RESIDENTIAL I m
7 CU. FT. 18" VALVE BOX AND IRRIGATION SERVICES. 4 TO HIGHWAY DEPARTMENT APPROVAL. m a
CD x1xt7 24" IN 24 MIN
GRAVEL 1" " " EE 8» 8» INITIAL BACKFILL $.> $» r'1
FINISHED GRADE MIN MIN. \ MIN MIN. ��--I o
6" BEDDING
36 MIN 6„ GATE #68 STONE
W
VALVE ALL BENDS FOR TEE OR WYE FITTINGS NATE: *STABLE solL
4 � d . . ! c • a » NO SWEATED FITTINGS
r oe n $ X -6" (FLARED ONLY) - ROCK �� 3
TEE WIDEN TRENCH TO - i'` �� 0
p ACCOMMODATE * -C N
2500 P.S.I. CONCRETE °" DUAL SERVICE _ SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL � N;
ANCHOR IF ADJUSTABLE VALVE BOX W/ LID
BASE AND THRUST ve.�l�.s, REQUIRED. 1" COMPRESSION x 3/4" MALE PIPE COUPLING __ _ STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND
BLOCK AGAINST 4 OR APPROVED EQUAL = _= BINGHAM &TAYLOR FIG. N0. 4905 THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF °' W a
UNDISTURBED STABLE �in M z (SCREW TYPE) OR APPROVED EQUAL #68. STONE.
SOIL. BEDDING AS 1" TYPE "K"
STEEL PILE REQUIRED p 45 soFr COPPER
3/4 THREADED RODS TO a _�
WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS.11r I FOUNDATION IN POOR SOIL UNDER -CUT CONDITION
A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED FOR USE ON DETACHED SINGLE FAMILY
THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED RESIDENTIAL SERVICE WHERE AN IRRIGATION
THREADED RODS IN ADDITION TO POURING PLUG METER IS NOT PROVIDED.
CONCRETE. IF NECESSARY, A STEEL PILE
SHALL BE USED AS ADDITIONAL SUPPORT MIN 45' MIN
T T SINGLE SERVICE R �►
NOTE: 4'MIN INITIAL BACKFILL 4'MIN w T~F�
SOIL
1) SADDLES SHALL BE USED ON PVC PIPE. v
NOTE M.J. GATE VALVE UNSTABLE 8" 8" 8"
1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. SEP'' O R SECTION Z - Z ,-CAST IRON LID - - - 8
I tv1IN MiN. MIN bilN
i _ #68 STONE ,-., '✓
2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE. HYDRANT - - - - - - - FINISHED GRADE _= 68 STONE `' 4
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.
PIPE
DEGREE
BEND DIMENSIONS
VOL.
TEE AND PLUGS
VOL.
SIZE
5651_
(FEET)
- __
1 - 1
_�;-r----------.
1
545
L
H
T
cl
cf)
H
5601-
540
535
M.
3.01
1560
I 535
4" & 6"
530
���___ �. __-.co
--1
0 _ �I
_. _ -! -p1P
2.00
2.25
2.50
0.15
C�- - _ . _ _ __ _-
22 1/2
_
1 _ _ c,
_ _ -_1530
525
�4___.____ _^______ _ ._ _ r� . _� . __� =__ _I______N___
cin__
. _____- _w._ ______._ __._- __..
;a
550
I -
00
-- --�
_._ w__ _
525
r--_
-__ ._ _
li-
r�E
._._..._.
90
3.66
_
_...,.»_._-___�_____.-
___1545
0.48
520
8„
45
2.66
2.66
2.77
0.26
r-
520
--=
-----
..._-___.._ _..._...._._ ..._-_..__._ _'- .._.. ...__.._...._»_... VSs.
_- _ _ 1
,- 8----
..._.._
...._ ...... __ -_.__
_ _ _._ _
- ---- - _.
- __ ✓�
_..�
` _.._._J....._
_
0.13
5151---
540
_
oo--
11 1/4
1.66
535
2.67
cn
- °'-
515
ICN
Sa
_ _� __�_ _ ___=
00
_
i_ _ _.- _ _ _
f a-__ __I_-_-__
- _
_�_ -ii-_
�I
- - -
�.
X
3.33
_ .__...
w
I
510
-= -- --r
co
+.-.�--____._:_.__...J_
0.52
__-___ _ _- _1530
2.33
2.58
_______�
0.24
TM
I
r--------_:--P-hose-2
-Rh
se -1- ------.-.. - --
2.33
a�
i cnF-
525525-
._._.v..
505 5051-
- - ---- �l
ti ��---`
tT9-
cn
1 _ _- -__ _��
__
505
m
-
520
vi
_
500
r
------ -
-- - -
v►
-
500
-3+50 -3+00 -2+50 -2+00 -1+50 -1+00 -0+50 0+00 0+50
12 3/8
WATER
CAST IRON LID
18 METER BOX
18
1100,
6" EXTENSION
PIPE SLOT BROOKS
(2 PLACES) 2200 SERIES
(5/8"-1 " METERS)
NOTES:
(1) UNPAVED AREAS (PREFERRED LOCATION): PLASTIC BROOKS 2200 SERIES WITH
6" EXTENSION OR APPROVED EQUAL
WATERMAIN 'B' NOTES: (2) PAVED AREAS (ALTERNATE LOCATION): CAST IRON BINGHAM and TAYLOR No. 6015-B
C 1"=10' VERT, 1"=50' HORZ 1. MINIMUM 3' OF COVER OVER TOP OF PIPE. OR APPROVED EQUAL. USE 6" OF BRICK and/or BLOCK TO INCREASE DEPTH TO 24
2. CONTRACTOR TO PROVIDE 95% COMPACTION IN F!I_L AREAS (TYP). 4 WATERMAIN 'C' NOTES:(3) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID.
U71. MINIMUM 3 OF COVER OVER TOP OF PIPE. 1
1"=10' VERT, 1'°=50' HOftZ p� H
2. CONTRACTOR TO PROVIDE 95% COMPACTION IN FILL AREAS (TYP). 5 _TYPICAL METER BOX c[
C NOT TO SCALE c
Wi r`
^ CID
M CCD
E z
- C:6 _O O
L� !Z
NOTE: HYDRANT MUST BE / 1" COMPRESSION x 3/4" MALE PIPE COUPLING
KENNEDY GUARDIAN (K -81A) EQUIPPED WITH CHARLOTTES- �, ° . OR APPROVED EQUAL
MUELLER CENTURION (A-423) VILLE THREADS WHICHIS Q °
THE LOCAL STANDAR
D 45 W
OR APPROVED EQUAL max' max
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
LENGTH. OF BRANCH VARIES
6' MIN 2' TO 10' a a ° PLUG D ° OO PLACE 5' GALV. WITNESS POST PAINTED r~r� Z N
(270' 1" TYPE "K" _ BLUE TO INDICATE VALVE LOCATION AS F-'-� N
° J SOFT COPPER V
FOR USE ON ATTACHED SINGLE FAMILY o DIRECTED. MARKER LOCATION MAY BE SUBJECT O T
2 RESIDENTIAL SERVICES OR DUAL RESIDENTIAL I m
7 CU. FT. 18" VALVE BOX AND IRRIGATION SERVICES. 4 TO HIGHWAY DEPARTMENT APPROVAL. m a
CD x1xt7 24" IN 24 MIN
GRAVEL 1" " " EE 8» 8» INITIAL BACKFILL $.> $» r'1
FINISHED GRADE MIN MIN. \ MIN MIN. ��--I o
6" BEDDING
36 MIN 6„ GATE #68 STONE
W
VALVE ALL BENDS FOR TEE OR WYE FITTINGS NATE: *STABLE solL
4 � d . . ! c • a » NO SWEATED FITTINGS
r oe n $ X -6" (FLARED ONLY) - ROCK �� 3
TEE WIDEN TRENCH TO - i'` �� 0
p ACCOMMODATE * -C N
2500 P.S.I. CONCRETE °" DUAL SERVICE _ SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL � N;
ANCHOR IF ADJUSTABLE VALVE BOX W/ LID
BASE AND THRUST ve.�l�.s, REQUIRED. 1" COMPRESSION x 3/4" MALE PIPE COUPLING __ _ STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND
BLOCK AGAINST 4 OR APPROVED EQUAL = _= BINGHAM &TAYLOR FIG. N0. 4905 THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF °' W a
UNDISTURBED STABLE �in M z (SCREW TYPE) OR APPROVED EQUAL #68. STONE.
SOIL. BEDDING AS 1" TYPE "K"
STEEL PILE REQUIRED p 45 soFr COPPER
3/4 THREADED RODS TO a _�
WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS.11r I FOUNDATION IN POOR SOIL UNDER -CUT CONDITION
A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED FOR USE ON DETACHED SINGLE FAMILY
THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED RESIDENTIAL SERVICE WHERE AN IRRIGATION
THREADED RODS IN ADDITION TO POURING PLUG METER IS NOT PROVIDED.
CONCRETE. IF NECESSARY, A STEEL PILE
SHALL BE USED AS ADDITIONAL SUPPORT MIN 45' MIN
T T SINGLE SERVICE R �►
NOTE: 4'MIN INITIAL BACKFILL 4'MIN w T~F�
SOIL
1) SADDLES SHALL BE USED ON PVC PIPE. v
NOTE M.J. GATE VALVE UNSTABLE 8" 8" 8"
1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. SEP'' O R SECTION Z - Z ,-CAST IRON LID - - - 8
I tv1IN MiN. MIN bilN
i _ #68 STONE ,-., '✓
2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE. HYDRANT - - - - - - - FINISHED GRADE _= 68 STONE `' 4
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.
PIPE
DEGREE
BEND DIMENSIONS
VOL.
TEE AND PLUGS
VOL.
SIZE
5651_
(FEET)
- __
1 - 1
_�;-r----------.
1565
L
H
T
L
H
5601-
90
2.50
-l_
3.01
1560
4" & 6"
45
2.00
2.25
2.60
0.15
2.00
2.25
2.50
0.15
22 1/2
555
2.00
5501_
_
�4___.____ _^______ _ ._ _ r� . _� . __� =__ _I______N___
cin__
. _____- _w._ ______._ __._- __..
550
I -
___._
-- --�
_._ w__ _
545
r--_
-__ ._ _
li-
r�E
._._..._.
90
3.66
_
_...,.»_._-___�_____.-
___1545
0.48
8„
45
2.66
2.66
2.77
0.26
._
-_
..._-___.._ _..._...._._ ..._-_..__._ _'- .._.. ...__.._...._»_... VSs.
_- _ _ 1
,- 8----
..._.._
...._ ...... __ -_.__
_ _ _._ _
- ---- - _.
- __ ✓�
_..�
` _.._._J....._
_
0.13
._....pp.._.__..,....,�_.._..
�-
-.
540
_
oo--
11 1/4
1.66
535
2.67
cn
- °'-
90
4.83
3.83
535
0.83
530--___.____-_.
45
3.33
_ .__...
-_ _ . o �, �__._L.
0.43
._.
,�
co
+.-.�--____._:_.__...J_
0.52
__-___ _ _- _1530
2.33
2.58
_______�
0.24
J
11 1/4
1.83
2.33
a�
0.18
525525-
._._.v..
520
0,00-1-
tT9-
cn
m
-
520
vi
_
co
_ .. _ _ ase _ _1756l
e
1515515
v►
510---
Ia__.
cn. - J _ _.-.. _
I_ _ _ L _ _�.
w _
I _ - -
510
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00
12 3/8
WATER
CAST IRON LID
18 METER BOX
18
1100,
6" EXTENSION
PIPE SLOT BROOKS
(2 PLACES) 2200 SERIES
(5/8"-1 " METERS)
NOTES:
(1) UNPAVED AREAS (PREFERRED LOCATION): PLASTIC BROOKS 2200 SERIES WITH
6" EXTENSION OR APPROVED EQUAL
WATERMAIN 'B' NOTES: (2) PAVED AREAS (ALTERNATE LOCATION): CAST IRON BINGHAM and TAYLOR No. 6015-B
C 1"=10' VERT, 1"=50' HORZ 1. MINIMUM 3' OF COVER OVER TOP OF PIPE. OR APPROVED EQUAL. USE 6" OF BRICK and/or BLOCK TO INCREASE DEPTH TO 24
2. CONTRACTOR TO PROVIDE 95% COMPACTION IN F!I_L AREAS (TYP). 4 WATERMAIN 'C' NOTES:(3) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID.
U71. MINIMUM 3 OF COVER OVER TOP OF PIPE. 1
1"=10' VERT, 1'°=50' HOftZ p� H
2. CONTRACTOR TO PROVIDE 95% COMPACTION IN FILL AREAS (TYP). 5 _TYPICAL METER BOX c[
C NOT TO SCALE c
Wi r`
^ CID
M CCD
E z
- C:6 _O O
L� !Z
NOTE: HYDRANT MUST BE / 1" COMPRESSION x 3/4" MALE PIPE COUPLING
KENNEDY GUARDIAN (K -81A) EQUIPPED WITH CHARLOTTES- �, ° . OR APPROVED EQUAL
MUELLER CENTURION (A-423) VILLE THREADS WHICHIS Q °
THE LOCAL STANDAR
D 45 W
OR APPROVED EQUAL max' max
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
LENGTH. OF BRANCH VARIES
6' MIN 2' TO 10' a a ° PLUG D ° OO PLACE 5' GALV. WITNESS POST PAINTED r~r� Z N
(270' 1" TYPE "K" _ BLUE TO INDICATE VALVE LOCATION AS F-'-� N
° J SOFT COPPER V
FOR USE ON ATTACHED SINGLE FAMILY o DIRECTED. MARKER LOCATION MAY BE SUBJECT O T
2 RESIDENTIAL SERVICES OR DUAL RESIDENTIAL I m
7 CU. FT. 18" VALVE BOX AND IRRIGATION SERVICES. 4 TO HIGHWAY DEPARTMENT APPROVAL. m a
CD x1xt7 24" IN 24 MIN
GRAVEL 1" " " EE 8» 8» INITIAL BACKFILL $.> $» r'1
FINISHED GRADE MIN MIN. \ MIN MIN. ��--I o
6" BEDDING
36 MIN 6„ GATE #68 STONE
W
VALVE ALL BENDS FOR TEE OR WYE FITTINGS NATE: *STABLE solL
4 � d . . ! c • a » NO SWEATED FITTINGS
r oe n $ X -6" (FLARED ONLY) - ROCK �� 3
TEE WIDEN TRENCH TO - i'` �� 0
p ACCOMMODATE * -C N
2500 P.S.I. CONCRETE °" DUAL SERVICE _ SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL � N;
ANCHOR IF ADJUSTABLE VALVE BOX W/ LID
BASE AND THRUST ve.�l�.s, REQUIRED. 1" COMPRESSION x 3/4" MALE PIPE COUPLING __ _ STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND
BLOCK AGAINST 4 OR APPROVED EQUAL = _= BINGHAM &TAYLOR FIG. N0. 4905 THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF °' W a
UNDISTURBED STABLE �in M z (SCREW TYPE) OR APPROVED EQUAL #68. STONE.
SOIL. BEDDING AS 1" TYPE "K"
STEEL PILE REQUIRED p 45 soFr COPPER
3/4 THREADED RODS TO a _�
WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS.11r I FOUNDATION IN POOR SOIL UNDER -CUT CONDITION
A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED FOR USE ON DETACHED SINGLE FAMILY
THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED RESIDENTIAL SERVICE WHERE AN IRRIGATION
THREADED RODS IN ADDITION TO POURING PLUG METER IS NOT PROVIDED.
CONCRETE. IF NECESSARY, A STEEL PILE
SHALL BE USED AS ADDITIONAL SUPPORT MIN 45' MIN
T T SINGLE SERVICE R �►
NOTE: 4'MIN INITIAL BACKFILL 4'MIN w T~F�
SOIL
1) SADDLES SHALL BE USED ON PVC PIPE. v
NOTE M.J. GATE VALVE UNSTABLE 8" 8" 8"
1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. SEP'' O R SECTION Z - Z ,-CAST IRON LID - - - 8
I tv1IN MiN. MIN bilN
i _ #68 STONE ,-., '✓
2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE. HYDRANT - - - - - - - FINISHED GRADE _= 68 STONE `' 4
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.
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
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
"III -1 I I I-1 I I-1 i I III -1 I X111=i II I I I E == _-_ .,
111-, 1 -, „ , - - _
X WITH
ERIES BO = -
I -
BROOKS 2200 S -
1/4 BEND COUPLING =1I III: EXTENSION OR APPROVED EQUAL
w
MUELLER NO. H-15069 (1") LOCKWING II- - IN UNPAVED AREAS STABLE SOIL OR ROCK`- STABLE SOIL OR ROCK
NO. H-15068 (1 1/2", 2'7 ANGLE -II F7
!�
FORD NO. L02-44 (1") VALVE -11 Ill
N0. L02-66 (1 1/2")
NO. L02-77 (2") 36" MIN. III COPPERSETTER (PLACED ON STONE) FORE 1 O
F-�-1
OR APPROVED EQUAL WATER LINE NOTE
I I D (5/8"x3/4") IQ Z
(7 w
-11 � OR APPROVED EQUAL � . NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES.
i�= ab exp ! __l 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED W
$�� �• METER n .
7JvR°a s8�°°Qo��o oo
- ABOVE THE INITIAL BACKFILL..
a" STONE BRICK AS 2500 P.S.I. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS.
BEDDING NECESSARY CONCRETE a 2'x 2' BEARING AREA.
CORPORATION STOP (1", 1 1/2", 2") THRUST BLOCK 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED
Q
MUELLER NO. H-15000
FORD NO. F-600, OR IN THE TRENCH. w (�
APPROVED EQUAL
a a a
5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. Q
E-
< a r 11
1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE CHANGES DIRECTION, CHANGES
SIZE, DEAD ENDS AND AT VALVES.
2. USE 2500 P.S.I. CONCRETE. Q
3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. S TYPICAL SERVICE LATERAL INSTALLATION NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE.
4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF
�
ALL THRUST BLOCKS. C NOT TO SCALE Q TYPICAL FIRE HYDRANT ASSEMBLY DETAIL
C � NOT TO SCALE O
7 CONCRETE THRUST BLOCK DETAIL
C NOT TO SCALE
DUCTILE IRON WATER PIPE (�
10 lNSTA�:UiI±OM
9 TYPICAL GATE VALVE C NOT TO SCBE
C `7 NOT , ScE Sheet No.
7o
PLANT L15T
KEY
QTY.
BOTANICAL NAME
COMMON NAME
CAL.
HEIGHT
REMAKK5
CANOPY
AREA (5F)
AREA TOTAL
(5F)
SHADE
TREE5
AR
8
Acer rubrum
Red Maple
1.5"
397
3,176
BN
9
Betula nigra "Heritage"
"Heritage.' River Birch
10-12'
Clump
397
3,573
KP
6
Koelreuteria paniculata
Golden -Rain Tree
1.5
380
2,280
PO
11
Platanus occidentalis
American Planetree
1.5"
1253
13,783
QP
17
Quercus phellos
Willow Oak
2.0"
370
6,290
UP
6
Ulmus parvifolia "Atlee"
Allee Lace -Bark Elm
2.0"
366
2,196
ZS
1 10
Zelkova serrata "Green Vase"
Green Vase Zelkova
2.0"
350
1 3,500
ORNAMENTAL TREES
AG
5
Acer griseum
Poperbark Maple
1.5"
88
440
CF
2
Cornus florida
Flowering Dogwood
6'
124
248
LN
12
Lagerstoemia "Natchez'
Natchez Crape Myrtle
8'
77
924
TOTAL (5F) 36,410
LANDSCAPING CANOPY REQUIRED: 20% OF TOTAL SITE STREET TREES:
Required: 1,90OLF/OLF = 38 Trees
TOTAL SITE AREA = 179,903 SF (4.13 Acres) Provided: 38 Trees
179,903 SF * .20 = 35,981 SF Required
LANDSCAPING CANOPY PROVIDED:
New Canopy = 36,410 SF
C ouury of _Ubemarle
Con:er-citio a Plau Gberkbst- To be plired o u Landscape Plaa_
(Hnudbook, pp IH -284-111-2 P7, for romplete specifiratim,,-
1 The Eo]Ia3sinE ittms ilRIL be shown on the phm:
❑ T_e='-s W he a?.red:
❑ L_ixrs of aaa[ (Oaril-ie kA:me of :fees :0,1e
❑ Laca:ton and r•pe ofg_c:ec. a fencing:
❑ G_ak c',11]£35 [eaUCl]£ -fee WBnL Or WaLs.
❑ ) 7rga iac �e]c�Ing r. rl]C�li]g t n cnd :ta ]lwui at .le?.rte
i. x1nibmE5:
❑ ;:l fraei :a be fared '>]i1J ba :n?7�2C x1:3 7CCr .:711;.74C h: � tcl=�['._2i1=1ti"il"s:kle W 3.117F71]e9: aF•i[il:ltrc
❑ � o Emku _Sal: berm mil:te :fee ]kir g t?.s tae] jcpe•:red ?ra r.FF_sredCotm:r L-
3. Pit -C onstritctioo Comhremf e:
❑ T �z pfeieza:ton ami g:axc:t.n mea stlrei it?.LL><e ref =a•ee z':r� :Se _sn-.mc:or a] iue
-11. Enuinmeut Opeiation and Sur AEe: -
❑ Eeal-y >- .airmen:. reh. c0ar :taf5c ?,Ci sora_ a :f coC_:mc•ia] s?,ferlal s i]cm-kr:g ea:L sML ]or t=_ p e:,• i.rei wK1- in be iapbus. LIE :reee
.o be _aced
E. =oil Era iion and Stormliater Detention Dv6cfi:
❑ im:h fence- :hall. Ca: aire__el: affec::reee to ie =_arei
6. Fires:
❑ Fl:c"c iY[e nJ: Je:3i::?C SCI:]tn 1•)i� fyC of "ta •i-.pL• Ca o' :.ea. rale 3? :'2C.
Tnsic V;ite drols:
❑ Tasi: Ina:e�als it?�l n0[ E3 i[..3C �1:3C1 1).' fc2[ Cf aB dCFI:C? a:: eec W 11e S?': BC.
°. Pr-0ttrtivi- FeacinE:
❑ L -e> -a W be -ca.uk wt:Slna-) Eae: o: a propcied ialldi3_ or _ _adie4 be xa:_c:ed b-: feaci]E-
❑
Far :in,- s*a:l he m pla•: Rand spall he rnspeced ami ap orad by n Z cans ::);p W:• g:ior :o grain; n_ -,or =-ru coo].
9. Tree WOE:
❑ Tae:, be 4:3ari Wel ntr.=: be ws=-e 1 M me i-ipl'ue of a :fee rs he a lee well s*Za] be p[o:ided and a coc_:ni cioc. de.ztl
wt -mined to. ?.FF_cral.
10. Tree 17, aLL=:
❑ When be 2:ol1Ci level IDG ---be Latt•e_ei wi-th :-e i-ipli]e a free to *)e :aCsj. a re? will a.11 be F•rs, :ce3. ?nd ?. co]sm1c: -. , de:a: L
wt -mired to. ?.Fg_cral.
11. Tren-rhinrr Aad Innaetme:
❑ l�`:949 CEn{1:C? is ry _ui:ed Ai -hi] :te :rnn:i a::k�nng. t: eSaJ ba done a i fai aua� Eroat :Se :-1]L•e of free i a=_ g.,i>jbl�. T:ICnel-n_
:I]eara L?.[fe :fee aha.l] ie :cni:e�ed as LC a:re7CZOre n':;e] if :e a]riciE?.[ei rharn,e.as=_ar: fraC.tin_ aJ] des7er:eeie- fao:e
1:. Clea�n4:
❑ Frere•:�:'e fem:i]g it�t]'7e cle Lie: i:elni _9tnaras dwrin_ :ta fi�.l c:ea]rg
13. DamAetdTrees:
L1Dama_Rd -Lee i 238:1be-Eta:ed i:nsediarel�.Jr pniein_. Earn[:?[iOr Of o- -T nat�ace iec-xm ded It.,; 71 rea iFa 'Li if
NOTE: IT IS THE DEVELOPEWS R£4-PONSIBELIII TO CONTER WITH THE CONTR-kCTORO; TREE CONS£R1 SERVATION
R£QtIl;;E!dENIS.
OWNER SIGNAICRE (DATE)
CONTRACT PrRCHASER SIGNTARE (D 111
DRIP LINE-,
SNOW FENCE
BOARD FENCE
RD FENCE
----PLASTIC FENCE
NOTES:
1. Contractor to install plastic fencing with wooden posts
set three (3) feet on center. Fencing shall be placed as
close to drip line as possible.
1 116 TPEE _PROTECTION FENCING DETAIL
yU) NOT TO SCALE
JPs \ \ \ Z i C
"'ONO
- T - �
-
M �2 3 A p
Spillw erg \ \ \ Open ,Space Phase a C > N
\ Sectio 3 Deerwood •-
/ / , / �- �' • • i j j y-_- \ \ \ / \. DB ,,2907 1.32 E
DB 2075=72 Mru=7'6
DB 4 907 X 74 =
P�
r NO,
TH o
[� j� L
N000-1
LJ I Vim. �`�j\
yQ,\,- - / _ - - ; ; _ - 30 � � \ -- -- - _ ' 'TIMOTHY ERS
W FIY RAY MILL
,; Wim, - ' W ; ` \ \ Lic. No. 30542
- v -
/
I\3-
_ V
l i ` 'W/ -Open-BGSAV1 es A '� SS/0NAL EN
`I
3.CZ
Z.
MH -A r' l\ J J B N , ' W W + ' + ` W W 4 \ P 0 X �` NO. DESCRIPTION DATE I\. ` ` Revisions:
N ,
/ ' / i 0� I /
, � ,e -p -rat« t 0
W W y �' / �- �- -- -- - \
9.500 Sr/ FFN�L� \ r 1. COUNTY CMNTS 05.14.07
C6) U �y6� \\ I �\\ . 2. COUNTY CMNTS 07.26.07
3. COUNTY CMNTS 09.10.07
�' rr/ ���., � \+�y', .�. W- //' /.' - !�'� ��\ UFFF�� �. W W ; 4. COUNTY CMNTS 09.26.07
F- -L � PHASE 1
x-
W C.
ST -2
brL / i 4�i / TOP T / ,' / - ! Existin 30 \ __._ PII� Ex.
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