Addendum 1 Montross Waterline extension Part 2.pdf
PDF 3 MB Posted
- Attached to
- Waterline Extension Phase 2
- Solicitation number
- IFB-115742
- Issued by
- York County, Virginia
About this file
This document is a set of construction plans (Addendum 1) for the Town of Montross Waterline Extension Part 2 project located in Westmoreland County, Virginia. The project involves the extension of a water distribution system along Kings Highway (Route 3), Forest Drive, and Carver Street. The primary work includes the installation of approximately 308 linear feet of 6-inch PVC C-900 waterline, 250 linear feet of 6-inch directional drilled HDPE SDR-11 waterline, and 200 linear feet of 2-inch PVC C-900 waterline. The project also encompasses installation of water service laterals (primarily 3/4-inch), fire hydrant assemblies with gate valves, and abandonment of existing water lines. Construction plans include overall and key map plans, plan and profile sheets for Kings Highway and Forest Drive alignments, erosion and sediment control details, waterline notes and details, and traffic control notes and details. The document was revised per Addendum #1 on March 18, 2026, and was initially dated April 28, 2025.
The contractor is responsible for all utility location verification through Miss Utility (811 or 800-552-7001) prior to construction, obtaining necessary permits in coordination with Town of Montross officials, and providing 48 hours' notice before commencing land disturbance activities. Pavement cuts on Kings Highway are not permitted by Virginia Department of Transportation (VDOT). The contractor must restore all damaged structures, driveways, fences, and landscaping to original condition, including topsoiling and seeding of grassed areas to achieve at least 85 percent coverage. Continuous access to businesses must be maintained with at least two weeks' advance notification to property owners of any access disruptions. The civil engineer for the project is ARM Group (M. Scott Courtney, P.E.), and the project owner is the Town of Montross, located at 15869 Kings Highway, Montross, Virginia.
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Text version
G-1 TITLE SHEET
G-2 GENERAL NOTES
C-1 OVERALL AND KEYMAP PLAN
C-2 KINGS HIGHWAY - RT 3 PLAN AND PROFILE - 1
C-3 KINGS HIGHWAY - RT 3 PLAN AND PROFILE - 2
C-3A KINGS HIGHWAY - RT 3 TO FOREST DRIVE PLAN AND PROFILE - 1
C-3B KINGS HIGHWAY - RT 3 TO FOREST DRIVE PLAN AND PROFILE - 2
C-3C KINGS HIGHWAY - RT 3 TO FOREST DRIVE PLAN AND PROFILE - 3
C-4 CARVER STREET PLAN AND PROFILE
C-5 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS
C-6 WATERLINE NOTES AND DETAILS - 1
C-7 WATERLINE NOTES AND DETAILS - 2
C-8 TRAFFIC CONTROL NOTES AND DETAILS - 1
C-9 TRAFFIC CONTROL NOTES AND DETAILS - 2
1. TOPOGRAPHY OBTAINED FROM SURVEY DATA COMPILED BY ARM GROUP DATED MARCH, 2024.
2. LOCATION OF EXISTING SEWER, WATER AND GAS PIPES, CONDUITS, UTILITIES AND OTHER STRUCTURES ACROSS UNDERNEATH, OR OTHERWISE ALONG THE LINE OF PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE DRAWINGS, AND IF SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL BE LIABLE FOR ALL DAMAGE DONE TO ANY STRUCTURES OR PROPERTY THROUGH HIS NEGLIGENCE OR CARELESSNESS. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UTILITIES AND STRUCTURES (UNDERGROUND/ABOVE GROUND), WHETHER SHOWN ON THE DRAWINGS OR NOT, IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON THE DRAWINGS OR UPON DISCOVERY
OF ANY UTILITY NOT SHOWN.
3. CONTRACTOR SHALL CALL "MISS UTILITY" AT (800) 552-7001 OR 811 PRIOR TO BEGINNING CONSTRUCTION.
4. CONTRACTOR SHALL OBTAIN ALL NECESSARY LOCAL, STATE, AND FEDERAL PERMITS. CONTRACTOR SHALL COORDINATE WITH TOWN OF MONTROSS OFFICIALS TO DETERMINE WHICH PERMITS HAVE ALREADY BEEN PROCESSED AND WHICH
PERMITS MUST STILL BE OBTAINED.
5. CONTRACTOR SHALL PROVIDE THE TOWN AT LEAST 48 HOURS NOTIFICATION AT (804) 493-9623 PRIOR TO
COMMENCEMENT OF ANY LAND DISTURBANCE ACTIVITIES.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OR REPAIR OF ANY STRUCTURES, DRIVEWAYS, FENCES, LIGHT POLES, TREES, SHRUBS, ETC. LOCATED IN THE RIGHT-OF-WAY OR ON THE OWNER'S PROPERTY THAT ARE IMPACTED BY CONSTRUCTION OR DAMAGED DURING CONSTRUCTION. GRASSED AREAS SHALL BE TOPSOILED, SEEDED, AND MULCHED; THEN MAINTAINED UNTIL THE GRASS IS MATURE WITH AT LEAST 85% COVERAGE OR MATURE ENOUGH TO INHIBIT EROSION, IN THE OPINION OF THE TOWN OF MONTROSS. PAVED AND GRAVELED AREAS SHALL BE RESTORED
TO THEIR ORIGINAL CONDITION.
7. PAVEMENT CUTS ON THIS PROJECT ARE NOT PERMITTED BY VDOT.
8. THE CONTRACTOR SHALL ABANDON EXISTING WATER LINES NOT REQUIRED IN THE COMPLETED SYSTEM AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL CLEAN ABANDONED PIPE OF DEBRIS AND PLUG IT WITH CLASS A3 CONCRETE AT OPEN ENDS PER VDOT 2020 ROAD AND BRIDGE SPECIFICATIONS, SECTION 520.03.
9. CONTRACTOR SHALL MAINTAIN CONTINUOUS ACCESS TO BUSINESSES AND COORDINATE WITH ALL PROPERTY OWNERS AT LEAST 2 WEEKS BEFORE DISRUPTION OF ACCESS TO PROPERTY. MAKE ACCOMMODATIONS FOR SPECIAL
CONDITIONS (ADA ACCESSIBILITY, MEDICAL NEEDS, ETC.)
GENERAL NOTES
COMMUNICATION INFORMATION
OWNER:
TOWN OF MONTROSS
15869 Kings Highway PO Box 126 Montross, VA 22520 Phone: (804) 493-9623 Fax: (804) 493-9036 Contact: Francine G. Taylor (Town Manager) Email: ftaylor@townofmontross.org
CIVIL ENGINEER:
ARM GROUP
9560 Kings Charter Drive Ashland, Virginia 23005-6160 Phone: (804) 550-9200 Fax: (804) 550-9259 Contact: M. Scott Courtney, P.E.
Email: scourtney@armgroup.net
THIS DRAWING, ITS CONTENTS, AND EACH COMPONENT OF THIS DRAWING ARE THE
PROPERTY OF AND PROPRIETARY TO ARM GROUP INC. AND SHALL NOT BE REPRODUCED
OR USED IN ANY MANNER EXCEPT FOR THE PURPOSE IDENTIFIED ON THE TITLE BLOCK,
AND ONLY BY OR ON BEHALF OF THIS CLIENT FOR THE IDENTIFIED PROJECT UNLESS
OTHERWISE AUTHORIZED BY THE EXPRESS, WRITTEN CONSENT OF ARM GROUP INC.
LOCATION MAP
SCALE: 1" = 2000'
Base map from the following USGS 71 2 minute quadrangle: Montross dated 2016.
SHEET NO. DESCRIPTION
TOWN OF MONTROSS
WATERLINE EXTENSION PART 2
CONSTRUCTION PLANS
WESTMORELAND COUNTY, VIRGINIA
LIST OF SHEETS
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PROJECT AREA BOUNDARY
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LIC. NO. 29183
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KINGS HIGHWAY - ROUTE 3
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LIC. NO. 29183
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PROPOSED 6" PVC
C-900 WATERLINE
KINGS HIGHWAY - ROUTE 3
55' RIGHT OF WAY
PE
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10' PERMANENT
UTILITY EASMENT.
VARIABLE WIDTH
PERMANENT
UTILITY EASEMENT
D.B. ,PG.
TM 34A1-3-1GREENE INCD.B. 356, Pg. 151D.B. 102, PG 114 (Plat)
TM 34A1-1-1-9
RANDY D. ALVERSON
KIMBERLY ALVERSON
D.B. 816, Pg. 541 D.B. 309, Pg. 382
TM 34A1-1-1-8
LARRY E PHILLIPS
D.B. 900, Pg. 1650
D.B. 309, Pg. 382 (Plat)
TM 34A1-1-1-7C
LARRY E PHILLIPS
D.B. 900, Pg. 1650
D.B. 309, Pg. 382 (Plat)
TM 34A1-1-1-7B
WILLIAM CARROLL PEARSON
D.B. 467, Pg. 839 D.B. 111, Pg. 390 (Plat) TM-34A1-1-1-7
PATRICIA L. BALDERSON
D.B. 502 Pg. 184
D.B. 130, Pg. 294 (Plat)
TM 34A1-1-1-7A
ARLDEN M. LEWIS
DORIS M. LEWIS
D.B. 304, Pg. 802
D.B. 111, Pg. 395 (Plat)
TM 34A1-1-1-6
VIRGINIA ELECTRIC
& POWER COMPANY
D.B. 287, Pg. 761
STA. 25+98.70
PROPOSED
6"X6" TEE
(2) 6" GATE VALVE AND
BOX
STA, 26+84
CONTRACTOR SHALL
CUT AND CAP
EXISTING 4" WATER MAIN
AND INSTALL PROPOSED
6" 45° BEND &
6"X4" REDUCER
STA. 24+43
PROPOSED
6"X2" TEE
2" GATE VALVE AND BOX
6" GATE VALVES AND BOX
REPLACE AND CONNECT
EXISTING 3/4" SERVICE
LATERALS (TYPICAL)
STA. 19+88
6" TEE
FIRE HYDRANT ASSEMBLY
EXISTING
FIRE HYDRANT ASSEMBLY
TO BE REPLACED
(TYPICAL)
REMOVE AND STORE
EXISTING SIGN, REINSTALL
AFTER INSTALLATION OF
WATERLINERECONNECT EXISTING
3/4" WATERLINE SERVICE
EXISTING WATERLINE
TO BE ABANDONED IN
PLACE (SEE NOTE 8,
SHEET G-1)
EXISTING WATERLINE
TO BE ABANDONED IN
PLACE (SEE NOTE 8,
SHEET G-1)
REPLACE EXISTING 3/4"
VALVE AND BOX
PROPOSED 59 L.F. OF
STEEL CASING PIPE
JACK AND BORES
(SEE VDOT EP-1, SHEET
C-7)
58 L.F. OF PROPOSED
6" WATERLINE
PROPOSED
6" 22.5° BEND
PROPOSED
6" GATE VALVE AND BOX
PROPOSED 59 L.F. OF
4" HDPE DIRECTIONAL
DRILL CASING PIPE
59 L.F. OF PROPOSED
2" HPDE WATERLINE
REPLACE AND CONNECT
1" SERVICE LATERALS
LOCATE AND CONNECT TO
EXISTING 2" WATER
SERVICE LINE.
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AV
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GRAVEL
G R
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ASPHALT
TM 33-38F
NASH, DOUGLAS D.
D.B. 892, Pg. 1
VARIABLE WIDTH
TEMPORARY
CONSTRUCTION
EASEMENT
VARIABLE WIDTH
PERMANENT
UTILITY EASEMENT
RELOCATE
EXISTING
WATER METER
APPROXIMATELY 15'X10'
RECEIVING PIT OF JACK
AND BORE.
CONTRACTOR SHALL
RESTORE THE ASPHALT
TO MATCH EXISTING
CONDITION.
18+00 19+00 20+00 21+00
22+00
23+00
24+00
25+00
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1+00
0+00
+0
26+84
ROBERT ACKERMAN & AMY
ACKERMAN
TAX MAP 34A1-1-1-4
D.B. 917, Pg. 897 D.C. 287, Pg. 761
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HORZ. 1"=30' VERT. 1"=6'
RT3 WATERLINE EXTENSION PROFILE
19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50
EXISTING GRADE
ABOVE WATER LINE
3.5'
MIN.
PROPOSED 6" PVC
C-900 WATERLINE
ST
A.
9+
6"
X6 " T
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FI
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M
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RESTRAINT
FROM 19+68
TO 20+08
ST
A.
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6"
X6 " T
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6"
G
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AN
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B O
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ST
A.
4+
6"
X2 " T
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G
AT
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VA
LV
ES
A N
D B
O
XE
S
RESTRAINT
FROM 24+23
TO 24+63
RESTRAINT
FROM 25+78
TO 25+98
ST
A.
6+
6"
2.
5° B
EN
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6" G
AT
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5'
(MIN.)
59 L.F. OF STEEL
CASING PIPE
JACK AND BORED
(SEE DETAIL
EP-1, SHEET C-7)
5'
(MIN.)
KI
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EXISTING 8"
SANITARY SEWER
EXISTING 2"
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Ti tle
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PLAN VIEW
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-2
C-3
NOTE:
1. PAVEMENT CUTS ON THIS PROJECT ARE NOT PERMITTED BY VDOT.
2. CONTRACTOR SHALL REPAIR ALL DRIVEWAYS TO ORIGINAL CONDITION.
3. THE CONTRACTOR SHALL SAW CUT WHEN WATERLINE CROSSES ASPHALT AND CONCRETE PAVEMENT.
4. THE CONTRACTOR SHALL LOCATE AND RECONNECT ALL SERVICE LINES.
5. ALL SERVICE LATERALS ARE 3/4" UNLESS OTHERWISE NOTED.
6. IF METER BOXES ARE OUTSIDE THE EASEMENTS, INSTALL NEW METER BOXES INSIDE THE EASEMENT AND
RELOCATE THE METER.
M
AT
C H
LI
N
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SH
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LIC. NO. 29183
O E
OE
OE
O E sign
O E
O E
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
S
S S
S
S S
S S
S S S S S S S S S S S S S S S S S S S S
UE
T T
T T
T T
T T
T T
T T
T T
TTTTTTTTTTTTTTTTT
T
T T
T
T
T
T T
T T
T T
T T
T T
T T
T T
T T T T T T T T T T T T T T T T T T T T
T T
T T
T T
T T
T T
T T
OE
OE
OE
OE
OE OE OE OE
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W W
W W
W W W W W W W W W W W
W W
W W
W W
W
W
W
W
W W
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FMS
S S
S S
S S
S S
S S
S S
S S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
W W
W W
W W
W
W W
18" C P
" R
C P
INV.OUT=124.91
INV.IN=139.08
INV.OUT=138.87
INV.IN140.44
250 L.F. OF PROPOSED 6"
DIRECTIONAL DRILLED HDPE
SDR-11 WATERLINE
KINGS HIGHWAY - ROUTE 355' RIGHT OF WAY
PROPOSED 6" PVC
C-900 WATERLINE
DINGLEY ROAD
10'
(MIN.)
EXISTING
8" SANITARY
SEWER
TM 33-50
EDWARD C LEMING
D.B. 938, Pg. 3009
P.C. 1, Slide 2253
TM 33-45
WESTMORELAND COUNTY FARM
BUREAU
D.B. 411, Pg. 209
D.B. 103, Pg. 317 (Plat)
STA. 25+98.70
PROPOSED
6"X6" TEE
(2) 6" GATE VALVE AND
BOX
STA, 26+84
CONTRACTOR SHALL
CUT AND CAP
EXISTING 4" WATER MAIN
AND INSTALL PROPOSED
6" 45° BEND &
6"X4" REDUCER
PROPOSED 59 L.F. OF
STEEL CASING PIPE
JACK AND BORES
(SEE VDOT EP-1, SHEET
C-7)
58 L.F. OF PROPOSED
6" WATERLINE
PROPOSED
6" 22.5° BEND
PROPOSED
6" GATE VALVE AND BOX
ASPHALT
TM 33-38F
NASH, DOUGLAS D.
D.B. 892, Pg. 1
PROPOSED 55 L.F. OF
4" HDPE DIRECTIONAL
DRILL CASING PIPE
59 L.F. OF PROPOSED
2" HPDE WATERLINE
LOCATE AND CONNECT TO
EXISTING 2" WATER
SERVICE LINE. REPLACE
2" GATE VALVE AND BOX
REPLACE AND CONNECT
EXISTING 3/4" SERVICE
LATERALS (TYPICAL)
PERMANENTUTILITY EASEMENT
C-3A
PROPOSED
22.5° BEND
PROPOSED
45° BEND
PROPOSED
11.25° BEND
W
W
W
W
W
W
W
W W
W W
W W
W W
W W
W
W W
W W
W W
W W
W W
W
W
W
W
W
W
W
W
W W
W W
W W
W W
W W
W W W W W
W W W W W W W W W W W W W W W W W W W
W W
W W
W
0+00
0+50
1+00
1+50
2+00
2+50
3+00
3+50
4+00 4+50
5+00
5+50 6+00
6+50 7+00
7+50 8+00
8+50
9+00
9+50
+0
26+84
TM 33-49E
EDWARD C LEMING
D.B. 938, Pg. 3009
P.C. 1, Slide 2253
TM 33A-1-2
FORD, ORKENDELL
DB 954 PG 111
PLAT DB 246 PG 463
TM 34A1-1-1-3
EDWARD C LEMING
D.B. 938, Pg. 3009
P.C. 1, Slide 2253
TM 33A 1 1
FORD, ORKENDELL
DB 954 PG 111
PLAT DB 246 PG 463
TM 33A-1-3
MITCHELL JAMES W & JOAN E
MITCHELL
DB 203 PG 554
PLAT DB 246 PG 463
REPLACE AND CONNECT
EXISTING 3/4" SERVICE
LATERALS (TYPICAL)
REPLACE AND CONNECT
EXISTING 3/4" SERVICE
LATERALS (TYPICAL)
REPLACE AND CONNECT
EXISTING 3/4" SERVICE
LATERALS (TYPICAL)
STA. 1+91
6" TEE
FIRE HYDRANT ASSEMBLY
EXISTING
FIRE HYDRANT ASSEMBLY
TO BE REPLACED
(TYPICAL)
EL
EV
A
TI
O N
IN
F
EE
T
HORZ. 1"=30' VERT. 1"=6'
ALIGNMENT - RT 3 TO FOREST DRIVE WATERLINE EXTENSION PROFILE
250 L.F. OF PROPOSED 6"
DIRECTIONAL DRILLED HDPE
SDR-11 WATERLINE
0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+000+00 7+50 8+00 8+50
PROPOSED 6" PVC
C-900 WATERLINE
3.5'
(MIN.)
EL
EV
A
TI
O N
IN
F
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T
ST
A.
+0
6"
G
AT
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VA
LV
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AN
D
B O
X
RESTRAINT
FROM 0+00
TO 0+25
EXISTING GRADE
ABOVE WATER LINE
3.5'
MIN.
ST
A.
+8
6"
5°
H O
R
IZ
O N
TA
L
BE
N
D
ST
A.
+6
6"
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RESTRAINT
FROM 1+71
TO 2+11
TO
W
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A R
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C-3A
NOTE:
1. PAVEMENT CUTS ON THIS PROJECT ARE NOT PERMITTED BY VDOT.
2. CONTRACTOR SHALL REPAIR ALL DRIVEWAYS TO ORIGINAL CONDITION.
3. THE CONTRACTOR SHALL SAW CUT WHEN WATERLINE CROSSES ASPHALT AND CONCRETE PAVEMENT.
4. THE CONTRACTOR SHALL LOCATE AND RECONNECT ALL SERVICE LINES.
5. ALL SERVICE LATERALS ARE 3/4" UNLESS OTHERWISE NOTED.
6. IF METER BOXES ARE OUTSIDE THE EASEMENTS, INSTALL NEW METER BOXES INSIDE THE EASEMENT AND
RELOCATE THE METER.
SCALE IN FEET
30 60 90
PLAN VIEW
SH
EE
T 3B
SH
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SH
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SH
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LIC. NO. 29183
OE
OE
OE
S S S S S S S
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
O E
OE OE OE OE OE OE OE OE
S S
UEUE
UE
UE
U E
U E
U E
UE
UE
UE
UE
UE
UE
UE
UE
TTTTT T T T T
WWWWWWWWWWWW
W
W
W
W
W
W
W
W
W
W W
W W
W W
W W
W W
W W
FOREST DRIVE
FO
R
ES
T
D R
IV
E
PU
B
LI
C
R O
A D
6" TEE
FIRE HYDRANT ASSEMBLY
(TYPICAL OF ALL HYDRANTS)
PROPOSED 6" PVC
C-900 WATERLINE
INV. 138.91
15" RCP
INV. 138.58
H
Y D
W W
W W W W
W W
W W
W W
W W
W
W
W
W
W
W
W
W
W W W W W W W W W W W W W W W W W W W W W
W
10+50 11+00
11+50 12+00
12+50
13+00
13+50
14+00
14+50 15+00
15+50 16+00 16+50 17+00 17+50 18+00 18+50
TM 33-43B
MITCHELL MARIE B
DB 251 PG 742
PLAT DB 251 PG 742
TM 33A-1-6
WITTMAN, KATHRYN S & ROBERT
DB 921 PG 131
PLAT BD 134 PG 183 TM 33A-1-7
TORRES-SANCHEZ, JOSE A &
GARCIA-DELBRA, JOSE M
DB 837 PG 168
PLAT DB 129 PG 254
TM 33A-1-8
BROYLES, ASHLEIGH V
DB 979 PG 1474
PLAT DB 129 PG 254
TM 33A-1-5
WITTMAN ROBERT J & KATHRYN S
DB 310 PG 38
PLAT DB 247 PG 181
FOREST DRIVE
PROPOSED
6" 11.25° BENDS
PROPOSED
6" 11.25° BENDS
PROPOSED
6" 11.25° BENDS
PROPOSED
6" 11.25° BENDS
PROPOSED
6" 11.25° BENDS
PROPOSED
6" 11.25° BENDS
PROPOSED
6" 22.5° BENDS
REPLACE AND CONNECT
EXISTING 3/4" SERVICE
LATERALS (TYPICAL)
REPLACE AND CONNECT
EXISTING 3/4" SERVICE
LATERALS (TYPICAL)
REPLACE AND CONNECT
EXISTING 3/4" SERVICE
LATERALS (TYPICAL)
REPLACE AND CONNECT
EXISTING 3/4" SERVICE
LATERALS (TYPICAL)
REPLACE AND CONNECT
EXISTING 3/4" SERVICE
LATERALS (TYPICAL)
EL
EV
A
TI
O N
IN
F
EE
T
9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50
FO
R
ES
T
D R
IV
E
EXISTING 15" RCP
INV. 138.91
26'
ST
A.
0+
6"
5°
H O
R
IZ
O N
TA
L
BE
N
D
ST
A.
0+
6"
5°
H O
R
IZ
O N
TA
L
BE
N
D
ST
A.
0+
6"
5°
H O
R
IZ
O N
TA
L
BE
N
D
ST
A.
0+
6"
5°
H O
R
IZ
O N
TA
L
BE
N
D
ST
A.
0+
6"
X6 " T
EE
F
IR
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H
YD
R
AN
T
AS
SE
M
BL
Y
6" G
AT
E
VA
LV
E
AN
D B
O X
ST
A.
1+
6"
0°
H O
R
IZ
O N
TA
L
BE
N
D
ST
A.
1+
6"
G
AT
E
VA
LV
E
AN
D
B O
X
5'
(MIN.)
30 L.F. OF STEEL CASING PIPE
JACK AND BORED
(SEE DETAIL
EP-1, SHEET C-7)
PROPOSED 6" PVC
C-900 WATERLINE
RESTRAINT
FROM 10+37
TO 10+85
EXISTING 4" DI WATER PIPE
EL
EV
A
TI
O N
IN
F
EE
T
8+50 HORZ. 1"=30' VERT. 1"=6'
ALIGNMENT - RT 3 TO FOREST DRIVE WATERLINE EXTENSION PROFILE
RESTRAINT
FROM 11+20
TO 11+60
EXISTING GRADE
ABOVE WATER LINE
3.5'
MIN.
3.5'
MIN.
ST
A.
+7
6"
1.
° H
O R
IZ
O
N
TA
L
BE
N D
ST
A.
2+
6"
1.
° H
O R
IZ
O
N
TA
L
BE
N D
ST
A.
2+
6"
1.
° H
O R
IZ
O
N
TA
L
BE
N D
ST
A.
3+
6"
1.
° H
O R
IZ
O
N
TA
L
BE
N D
ST
A.
3+
6"
1.
° H
O R
IZ
O
N
TA
L
BE
N D
ST
A.
3+
6"
1.
° H
O R
IZ
O
N
TA
L
BE
N D
ST
A.
4+
6"
1.
° H
O R
IZ
O
N
TA
L
BE
N D
ST
A.
4+
6"
2.
5° H
O R
IZ
O
N
TA
L
BE
N D
OE
OE
OE
OE
S S S S S S S
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
OE
OE
OE
OE
OE
OE
OE
OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE
S S S S S S S S S S S
U E
U E
U E
UE
UE
UE
TTTTTTTTTTTTTTT T T T T T T T T T T T T T
W W W W W W W W
W
W
W
W W
W W
W W
W W
W W
W W
KINGS HIGHWAY - ROUTE 3
55' RIGHT OF WAY
PROPOSED
(4) 6" 45° BENDS
FO
R
ES
T
D R
IV
E
PU
B
LI
C
R O
A D
REPLACE AND CONNECT
EXISTING 3/4" SERVICE
LATERALS (TYPICAL)
6" TEE
FIRE HYDRANT ASSEMBLY
(TYPICAL OF ALL HYDRANTS)
INV. 138.91
PERMANENT
UTILITY EASEMENT
C-3B
PROPOSED 6" PVC
C-900 WATERLINE
H
Y D
W
W W
W W
W W
W W
W W W W W W W W W
W W W W
W W
W W
W W
W W
W
W
W
W
9+00 9+50 10+00 10+50 11+00
11+50 12+00
12+50
13+00
13+50
TM 33A-1-4
MITCHELL JAMES W & JOAN E
MITCHELL
DB 798 PG 171
PLAT DB 246 PG 463
TM 33A-1-3
MITCHELL JAMES W & JOAN E
MITCHELL
DB 203 PG 554
PLAT DB 246 PG 463
TM 33A-1-5
WITTMAN ROBERT J & KATHRYN S
DB 310 PG 38
PLAT DB 247 PG 181
PROPOSED
6" 11.25° BENDS
PROPOSED
6" 11.25° BENDS
PROPOSED
6" 11.25° BENDS
PROPOSED
6" 11.25° BENDS
TO
W
N O
F M
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TR
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W
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A R
M G ro up
L
LC
a nd sh al l n ot b e re pr od uc ed o r u se d in a ny m an ne r e xc ep t f or th e pu rp os e id en tif ie d on th e
Ti tle
B lo ck , a nd o nl y by o r o n be ha lf of th is c lie nt fo r t he id en tif ie d pr oj ec t u nl es s o th er w is e au th or iz ed b y th e ex pr es s, w rit te n co ns en t o f A R
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L
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En gi ne er s an d Sc ie nt is ts w w w .a rm gr ou p.
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, V A
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F
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T
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PL
A
N A
N D
P R
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FI
LE
C-3B
NOTE:
1. PAVEMENT CUTS ON THIS PROJECT ARE NOT PERMITTED BY VDOT.
2. CONTRACTOR SHALL REPAIR ALL DRIVEWAYS TO ORIGINAL CONDITION.
3. THE CONTRACTOR SHALL SAW CUT WHEN WATERLINE CROSSES ASPHALT AND CONCRETE PAVEMENT.
4. THE CONTRACTOR SHALL LOCATE AND RECONNECT ALL SERVICE LINES.
5. ALL SERVICE LATERALS ARE 3/4" UNLESS OTHERWISE NOTED.
6. IF METER BOXES ARE OUTSIDE THE EASEMENTS, INSTALL NEW METER BOXES INSIDE THE EASEMENT AND
RELOCATE THE METER.
SCALE IN FEET
30 60 90
PLAN VIEW
SCALE IN FEET
30 60 90
PLAN VIEW
SH
EE
T 3C
SH
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T 3B
SH
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T 3B
SH
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THIS SHEETMATCHLINE
THIS SHEETMATCHLINE
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LIC. NO. 29183
OE
OE
OE
OE
OE
OE
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UEUE
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WWWWWWWWWWWW
W
W
W
W
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FOREST DRIVE
6" TEE
FIRE HYDRANT ASSEMBLY
(TYPICAL OF ALL HYDRANTS)PROPOSED 6" PVC
C-900 WATERLINE
PROPOSED 2" PVC
200 L.F.
C-900 WATERLINE
REPLACE AND CONNECT
EXISTING 3/4" SERVICE
LATERALS (TYPICAL)
CONTRACTOR TO VERIFY ANDLOCATE THE EXISTING SERVICE
LINE AND REPLACE WITH NEW
SERVICE LINE.
REPLACE AND CONNECT
EXISTING 3/4" SERVICE
LATERALS (TYPICAL)
INV. 138.91
C-3C
W W W
W
W
W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W
W
W
W
W
W W
W
W
W
W
W W W W W W W W W W W W W W W W W W W W W W
W
14+00
14+50 15+00
15+50 16+00 16+50 17+00 17+50 18+00 18+50
18+89
H Y D
TM 33-43
O'DELL KARL G & GWENDOLYN C
TRSTEES
DB 788 PG 721
PLAT DB 251 PG 742
TM 33A-1-6
WITTMAN, KATHRYN S & ROBERT
DB 921 PG 131
PLAT BD 134 PG 183 TM 33A-1-7
TORRES-SANCHEZ, JOSE A &
GARCIA-DELBRA, JOSE M
DB 837 PG 168
PLAT DB 129 PG 254
TM 33A-1-8
BROYLES, ASHLEIGH V
DB 979 PG 1474
PLAT DB 129 PG 254
TM 33A-1-9
PACKETT STANLEY W & RUTH LIFE
EST
DB 879 PG 461
PLAT DB 192 PG 624
TM 33-44A
PERRY, LARRY B & ELLEN T
DB 946 PG 1932
PLAT DB 188 PG 800
TM 33-43A
UMSTEAD JUDITH N
DB 470 PG 70
PLAT DB 169 PG 554
TM 33-44
ODELL KARL G TRUSTEE & GWEN C
DB 788 PG 721
PLAT DB 266 PG 519
TM 33A-1-11
RUMMAGE, FREDERICK C & DONNA
M OWENS
DB 693 PG 609
PLAT DB 197 PG 103
REPLACE AND CONNECT
EXISTING 1" SERVICE
LATERALS
REPLACE AND CONNECT
EXISTING 3/4" SERVICE
LATERALS (TYPICAL)
PROPOSED
6" 11.25° BENDS
PROPOSED
6" 11.25° BENDS
PROPOSED
6" 11.25° BENDS
PROPOSED
6" 22.5° BENDS
REPLACE AND CONNECT
EXISTING 3/4" SERVICE
LATERALS (TYPICAL)
REPLACE AND CONNECT
EXISTING 3/4" SERVICE
LATERALS (TYPICAL)
REPLACE AND CONNECT
EXISTING 3/4" SERVICE
LATERALS (TYPICAL)
REPLACE AND CONNECT
EXISTING 3/4" SERVICE
LATERALS (TYPICAL)
REPLACE AND CONNECT
EXISTING 3/4" SERVICE
LATERALS (TYPICAL)
ST
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RESTRAINT
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IN
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IN
F
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HORZ. 1"=30' VERT. 1"=6'
ALIGNMENT - FOREST DRIVE WATERLINE EXTENSION PROFILE
17+50 18+00 18+50
EXISTING GRADE APPROXIMATE
FROM STA. 17+50 TO 18+89
CONTRACTOR TO FIELD VERIFY
3.5'
MIN.
PROPOSED 6" PVC
C-900 WATERLINE
18+89
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C-3C
NOTE:
1. PAVEMENT CUTS ON THIS PROJECT ARE NOT PERMITTED BY VDOT.
2. CONTRACTOR SHALL REPAIR ALL DRIVEWAYS TO ORIGINAL CONDITION.
3. THE CONTRACTOR SHALL SAW CUT WHEN WATERLINE CROSSES ASPHALT AND CONCRETE PAVEMENT.
4. THE CONTRACTOR SHALL LOCATE AND RECONNECT ALL SERVICE LINES.
5. ALL SERVICE LATERALS ARE 3/4" UNLESS OTHERWISE NOTED.
6. IF METER BOXES ARE OUTSIDE THE EASEMENTS, INSTALL NEW METER BOXES INSIDE THE EASEMENT AND
RELOCATE THE METER.
SCALE IN FEET
30 60 90
PLAN VIEW
SH
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SH
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LIC. NO. 29183
| 23011622_Title-Dtls-G-1 |
| 23011622_Waterline Plan and Profile-C-1_OVERALL |
| 23011622_Waterline Plan and Profile-C-3_PLAN & PROFILE |
| 23011622_Waterline Plan and Profile-C-3A_FOREST DR |
| 23011622_Waterline Plan and Profile-C-3B_FOREST DR |
| 23011622_Waterline Plan and Profile-C-3C_ FOREST DR |
File details come from the government source that posted it. Updated .