Amendment 0005 - VA ST ANC(1).pdf
PDF 34 MB Posted
- Solicitation number
- 693C73-21-R-000018
About this file
This solicitation is for the Arlington National Cemetery - Realignment of Columbia Pike project located in Arlington County, Virginia. The project consists of realigning Columbia Pike and S. Joyce Street, replacing Southgate Road with a new segment of S. Nash Street, expanding Foxcroft Heights Park, and modifying the Columbia Pike/Washington Boulevard interchange. Additional work includes constructing pedestrian and bicycle facilities, installing street lighting, and extensively relocating utilities. The project will be split into a base schedule and option, with the total cost expected to exceed $10 million. Proposals are due on the date specified in Block 13a of the SF 1442 solicitation form. Offerors must demonstrate experience with similar projects and submit qualifications by the proposal due date. The solicitation will provide further details on submission requirements. The solicitation is being conducted by the Department of Transportation Federal Highway Administration.
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(x)
693C7321R000018 x x
1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted ; or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT TO BE
RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR
OFFER. If by virtue of this amendment you desire to change an offer already submitted , such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.
x
ASHBURN VA 20147
ATTN: CONSTRUCTION
693C73
SUITE E2-3-300
QUANTUM PARK, 22001 LOUDOUN COUNTY PKWY
EASTERN FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
ASHBURN VA 20147
ATTN: ACQUISITIONS
693C73
SUITE E2-3-300
QUANTUM PARK, 22001 LOUDOUN COUNTY PKWY
EASTERN FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
VA ST ANC(1)07/13/20210005
13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.
12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning
Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended , by one of the following methods: (a) By completing
The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
FACILITY CODE CODE
10B. DATED (SEE ITEM 13)
10A. MODIFICATION OF CONTRACT/ORDER NO.
9B. DATED (SEE ITEM 11)
9A. AMENDMENT OF SOLICITATION NO.
CODE
8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)
7. ADMINISTERED BY (If other than Item 6)CODE 6. ISSUED BY
PAGE OF PAGES
4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)
1. CONTRACT ID CODE
AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT
05/20/2021
CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT
B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:
D. OTHER (Specify type of modification and authority) appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).
E. IMPORTANT: Contractor is not is required to sign this document and return __________________ copies to the issuing office.
ORDER NO. IN ITEM 10A.
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
Project VA ST ANC(1):
The purpose of this Amendment is to:
1) Provide seventeen (17) revised plan sheets to incorporate minor modifications or corrections.
2) Provide revised B pages (Note: Bid Schedule is now B-1 through B-34) reflecting the following:
a) Add new pay items; see line items: A0890, A1730, A2690, A3210, A3230, and A3250.
b) Reduced quantities to zero; see line items: A0900, A3200, A3220, A3240
c) Revised pay item quantities; see line items: A0760, A0920, A0940, A0960, A2900, and
Continued ...
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)
15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED
(Signature of person authorized to sign) (Signature of Contracting Officer)
STANDARD FORM 30 (REV. 11/2016)
Prescribed by GSA FAR (48 CFR) 53.243
Previous edition unusable
Except as provided herein, all terms and conditions of the document referenced in Item 9 A or 10A, as heretofore changed, remains unchanged and in full force and effect .
ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT
NAME OF OFFEROR OR CONTRACTOR
2 112
CONTINUATION SHEET
REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF
(A) (B) (C) (D) (E) (F)
693C7321R000018/0005
A2920.
d) Revised pay item descriptions; see line items:
A1540, A2380, A2660, A2860, A2880 and B5720.
3) Provide revised J pages reflecting clarifications in Sections 157, 302, 512, 253, and 524.
4) Provide additional GFI for the Salt Dome on
VDOT Property and clarification as to the type of gates to be installed for Temporary Access to the
Air Force Memorial.
5) Provide a summary of responses to questions/clarifications asked by potential bidders.
6) Extend the Proposal Due Date to July 22, 2021, at 2:00 p.m. EST.
The government is no longer accepting questions regarding the solicitation and any additional questions received may not be answered.
NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)
Sponsored by GSA
FAR (48 CFR) 53.110
Amendment No. 0005
Amendment Info
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
Project VA-ST-ANC(1)
Arlington National Cemetery - Columbia Pike Realignment Solicitation: 693C73-21-R-000018
The purpose of this Amendment is to:
1) Provide seventeen (17) revised plan sheets to incorporate minor modifications or corrections.
2) Provide revised B pages (Note: Bid Schedule is now B-1 through B-34) reflecting the following:
a) Add new pay items; see line items: A0890, A1730, A2690, A3210, A3230, and A3250.
b) Reduced quantities to zero; see line items: A0900, A3200, A3220, A3240
c) Revised pay item quantities; see line items: A0760, A0920, A0940, A0960, A2900, and A2920.
d) Revised pay item descriptions; see line items: A1540, A2380, A2660, A2860, A2880 and B5720.
3) Provide revised J pages reflecting clarifications in Sections 157, 302, 512, 253, and 524.
4) Provide additional GFI for the Salt Dome on VDOT Property and clarification as to the type of gates to be installed for Temporary Access to the Air Force Memorial.
5) Provide a summary of responses to questions/clarifications asked by potential bidders.
6) Extend the Proposal Due Date to July 22, 2021, at 2:00 p.m. EST.
The government is no longer accepting questions regarding the solicitation and any additional questions received may not be answered.
Amendment Info
Updated or New Plan Sheets Attached to this Amendment
Sheet Number/Description Nature of Update 1J(2A)-8 TMP PHASE 2A - MOT.pdf Update typical section to clarify location of Curb and Gutter 1J(2D)-5 TMP PHASE 2D - MOT.pdf Clarified temporary centerline markings 1J(9) TMP QUANTITY SUMMARY Updated quantities for temporary pavement sections 1R TABULATION OF QUANTITIES – SCHEDULE A.pdf Show added or modified bid schedule items 1R(1) TABULATION OF QUANTITIES – SCHEDULE A.pdf Show added or modified bid schedule items 1R(2) TABULATION OF QUANTITIES – SCHEDULE B.pdf Show added or modified bid schedule items 2A(3) TYPICAL SECTIONS.pdf Clarify the use of 21-B along Rte. 27 shoulder/gore 4Q DRY UTILITIES PLAN.pdf Updated to correct labeling discrepancies 5Q DRY UTILITIES PLAN.pdf Updated to correct labeling discrepancies 12Q DRY UTILITIES PLAN.pdf Updated to correct labeling discrepancies 16Q DRY UTILITIES PLAN.pdf Updated to correct labeling discrepancies 17Q DRY UTILITIES PLAN.pdf Updated to correct labeling discrepancies 2H SANITARY DETAILS.pdf Clarify Junction Structure modification numbering 2H(1) SANITARY DETAILS.pdf Clarify Junction Structure modification numbering 16K SANITARY PLAN.pdf Updated leader line label 23(3) SANITARY PROFILE.pdf Corrected manhole material type 23(4) SANITARY PROFILE.pdf Corrected manhole numbering
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I V I S I O
N
F e d e r a l
H i g h w a y
A d m i n i s t r a t i o n
U S
D e p a r t m e n t o f
T r a n s p o r t a t i o n
R I D
G E T O
P
C I R C L E
S T E R L I N
G
V I R G
I N
I A
A R
LI
N
G
TO
N N
A
TI
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A L
C
EM
ET
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SO
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TY
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Se al
D A
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3, SC
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D
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M
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UT
IL
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TR
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SM
IT
TA
L
Se al
07/06/2021
M
A
T
C
H
L
I
E
D
MATCHLINE STA: 28+00.00 - SEE SHEET 1J(2D)-4
1"
0'
N /A
TE
C
O C
D M
R A
TM
P
PH
A
SE
D
M O
T
1J(2D)-5
S T E
D
E R A L
L A N
D S
H
I G
H W
A Y
D
I V I S I O
N
F e d e r a l
H i g h w a y
A d m i n i s t r a t i o n
U S
D e p a r t m e n t o f
T r a n s p o r t a t i o n
R I D
G E T O
P
C I R C L E
S T E R L I N
G
V I R G
I N
I A
A R
LI
N
G
TO
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TI
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ET
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N
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D
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A C
C
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S R
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LI
N
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TO
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N
TY
, V
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IN
IA
SHEET
Se al
D A
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A
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3, SC
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T.
D
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D
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M
IS
S
UT
IL
IT
Y
TR
AN
SM
IT
TA
L
Se al
07/13/2021
N /A
N /A
B A
A M
R A
TM
P
Q U
A N
TI
TY
S U
M M
A R
Y
1J(9)
B A
S T E
D
E R A L
L A N
D S
H
I G
H W
A Y
D
I V I S I O
N
F e d e r a l
H i g h w a y
A d m i n i s t r a t i o n
U S
D e p a r t m e n t o f
T r a n s p o r t a t i o n
R I D
G E T O
P
C I R C L E
S T E R L I N
G
V I R G
I N
I A
A R
LI
N
G
TO
N N
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TI
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C
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ET
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A C
C
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S R
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LI
N
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TO
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N
TY
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G
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Se al
D A
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A
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IL
3, SC
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H O
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T.
D
ES
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D
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M
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S
UT
IL
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Y
TR
AN
SM
IT
TA
L
Se al
07/12/2021
N /A
N /A
TE
C
PN
H
M R
A
TA
B
U
LA
TI
O
N O
F Q
U A
N
TI
TI
ES
SC
H
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U
LE
A
1R
SCHEDULE A
P6
P6
P6
P6
P7
P7
P7
S T E
D
E R A L
L A N
D S
H
I G
H W
A Y
D
I V I S I O
N
F e d e r a l
H i g h w a y
A d m i n i s t r a t i o n
U S
D e p a r t m e n t o f
T r a n s p o r t a t i o n
R I D
G E T O
P
C I R C L E
S T E R L I N
G
V I R G
I N
I A
A R
LI
N
G
TO
N N
A
TI
O N
A L
C
EM
ET
ER
Y
SO
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N
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PA
N
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SE
D
EF
EN
SE
A C
C
ES
S R
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D (D
A R
) P R
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C T
A R
LI
N
G
TO
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N
TY
, V
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G
IN
IA
SHEET
Se al
D A
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A
PR
IL
3, SC
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D
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M
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S
UT
IL
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TR
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SM
IT
TA
L
Se al
07/12/2021
N /A
N /A
M R
A M
R A
M R
A
TA
B
U
LA
TI
O
N O
F Q
U A
N
TI
TI
ES
- S C
H
ED
U
LE
A
1R(1)
SCHEDULE A
P6
P6
P7
P7
S T E
D
E R A L
L A N
D S
H
I G
H W
A Y
D
I V I S I O
N
F e d e r a l
H i g h w a y
A d m i n i s t r a t i o n
U S
D e p a r t m e n t o f
T r a n s p o r t a t i o n
R I D
G E T O
P
C I R C L E
S T E R L I N
G
V I R G
I N
I A
A R
LI
N
G
TO
N N
A
TI
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C
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Y
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D
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C
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LI
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TO
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N
TY
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G
IN
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Se al
D A
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A
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IL
3, SC
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H O
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ER
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D
ES
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D
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M
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TR
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SM
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TA
L
Se al
07/12/2021
N /A
N /A
M R
A M
R A
M R
A
TA
B
U
LA
TI
O
N O
F Q
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N
TI
TI
ES
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H
ED
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B
1R(2)
SCHEDULE B
SIDE STREET PLAN SHEET TYPICALS - 2A(3)
TYPICAL SECTION ROUTE 27 OFF-RAMP
2.0%
VARIES 2.0%-4.0%
2.0%
PROFILE
GRADE
EX. RETAINING
WALL
TYPICAL SECTION ROUTE 27 OFF-RAMP
2.0%
2.0% 2.0%
VARIES
PROFILE
GRADE
VDOT STD.
CG-3
EX. ANC BOUNDARY WALL
INSET E
2.0%
EX. RETAINING
WALL
VARIES
2.0%
EX. RETAINING
WALL
VARIES
VARIE
S
EX. RETAINING
WALL
VDOT STD. MB-7F
VDOT STD. MB-7F
VDOT STD. MB-7F
VDOT STD. MB-7F
VARIES 16'-12'
VARIES
VARIES
THRU/RIGHT
LANE
VARIES 6'-10'
VARIES
SHOULDER
VARIES
EX. RT. 27
EDGE OF
TRAVEL LANE
PROP.
ROW
STA. 2+10.94 TO STA. 4+66.39
VARIES 5'-28'
GORE AREA
VARIES
NOTES:
1. EXPANSION JOINTS IN HEADER CURB, STANDARD CURB AND
GUTTER SHALL BE 40' APART OR AT EXPANSION JOINTS IN
CONCRETE PAVEMENT.
2. EXPANSION JOINTS MAY BE OMITTED IF 1/8" JOINTS ARE PLACED
EVERY 10' OR LESS
3. EXPANSION JOINTS IN THE SIDEWALK SHALL BE 40' APART. IF
ADJACENT TO CONCRETE CURB. EXPANSION JOINTS SHALL
MATCH JOINT OF CURB. AN EXPANSION JOINT SHALL BE PLACED
BETWEEN CURB AND SIDEWALK.
4. ALL WIDENING SHALL BE IN ACCORDANCE WITH VDOT STANDARD
WP-2.
5. PROVIDE 6" MINIMUM 21B AGGREGATE BASE UNDER CURB AND
GUTTER.
6. PROVIDE 4" MINIMUM 21B AGGREGATE BASE UNDER SIDEWALK,
EXTENDED 4" BEYOND CONCRETE EDGES, WHERE POSSIBLE.
7. CONTRACTOR SHALL PLACE A LAYER OF TACK COAT BETWEEN
EACH ASPHALT CONCRETE LIFT, AND BETWEEN EXISTING
PAVEMENT AND AN ASPHALT OVERLAY.
8. PROFILE GRADE POINT REPRESENTS THE PROPOSED BASELINE
ELEVATION SHOWN ON THE ROADWAY PROFILES TAKEN AT THE
PROPOSED PAVEMENT SURFACE ALONG THE BASELINE, OR THE
EXTENSION OF ADJACENT PAVEMENT GRADE AT THE BASELINE.
9. SEE SHEET 2C(1) FOR MODIFIED UD-4 DETAIL
10. 21A OR 21B AGGREGATE BASE SHALL BE TYPE I IN ACCORDANCE
WITH SEC. 208 OF THE 2020 VDOT ROAD & BRIDGE
SPECIFICATIONS
VARIES
VARIES 0'-12'
VARIES 4'-12'VARIES
VARIES 26'-38'
LEFT TURN
LANE
VARIES 10' - 11'
VARIES 22'-26'
SHOULDER
VARIES
STA. 4+66.39 TO STA. 6+13.27
4.0'
SHLDR.
VARIES 0'-21'
VARIES
12.0'
THRU/RIGHT
LANE
STA. 4+11.15 TO STA. 4+23.91
INSET A
VARIES 9' - 10'
SHOULDER
STA. 4+23.91 TO STA. 4+62.79
VARIES 9' - 11'
SHOULDER
PROP.
ROW
PROP.
ROW
0.5'
GRADED
AREA
PROP.
ROW
VARIES
VARIES
1.0'
1.4'
1.4'
1.4'
1.4'
L
B
L
B
EX. RT. 27
EDGE OF
TRAVEL LANE
INSET A
TIE TO EXIST.
EDGE OF
TRAVEL LANE
2.0%
VARIES 2.0%-4.0%
2.0%
PROFILE
GRADE
INSET E
VARIES 13'-12' VARIES 8'-10'
SHOULDER
VARIES 14.5'-28
GORE AREA
INSET A
TIE TO EXIST.
EDGE OF
TRAVEL LANE
8.0' VARIES
6.5'-20'
L
B
STA. 3+16.18 TO STA. 4+66.39
INSET E
2" MILL AND OVERLAY WITH
SM-9.5D BITUMINOUS CONCRETE
SURFACE
EXIST. PAVEMENT SECTION
EXIST. SUBGRADE
THRU/RIGHT
LANE
2.0%
TIE TO EXIST.
EDGE OF
TRAVEL LANE
INSET E
INSET A
1.0'
VARIES
MATCH EX.
8.0'
13.5' - 6'
INSET A
INSET A
INSET A
12" SELECT FILL
(AS NEEDED - SEE
GEOTECH REPORT)
APPROVED SUBGRADE
12" 21B AGGREGATE BASE
(EXT. UNDER C&G WHERE
APPLICABLE)
LIMIT OF EXCAVATION/
SUBGRADE FILL
2" SM-9.5D BITUMINOUS
CONCRETE SURFACE
2" IM-19.0D BITUMINOUS
CONCRETE SURFACE
8" BM-25.0D BITUMINOUS
CONCRETE SURFACE
(PLACED IN 2 EQUAL LIFTS)
INSET F
12" SELECT FILL
(AS NEEDED - SEE
GEOTECH REPORT)
APPROVED SUBGRADE
12" CEMENT TREATED
AGGREGATE BASE
MATERIAL
LIMIT OF EXCAVATION/
SUBGRADE FILL
2" SM-9.5D BITUMINOUS
CONCRETE SURFACE
2" IM-19.0D BITUMINOUS
CONCRETE SURFACE
8" BM-25.0D BITUMINOUS
CONCRETE SURFACE
(PLACED IN 2 EQUAL LIFTS)
INSET A
TACK COAT
STD. VDOT UD-4
STD. VDOT UD-4
STD. VDOT UD-4
E A S T E
D
E R A L
L A N
D S
H
I G
H W
A Y
D
I V I S I O
N
F e d e r a l
H i g h w a y
A d m i n i s t r a t i o n
U S
D e p a r t m e n t o f
T r a n s p o r t a t i o n
R I D
G E T O
P
C I R C L E
S T E R L I N
G
V I R G
I N
I A
A R
LI
N
G
TO
N N
A
TI
O N
A L
C
EM
ET
ER
Y
SO
U
TH
ER
N
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PA
N
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O
N (A
N C
SE
D
EF
EN
SE
A C
C
ES
S R
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D (D
A R
) P R
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C T
A R
LI
N
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TO
N C
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N
TY
, V
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G
IN
IA
SHEET
Se al
D A
TE
A
PR
IL
3, SC
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H O
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V
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T.
D
ES
IG
N
ED
D
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C
H
EC
K
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M
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S
UT
IL
IT
Y
TR
AN
SM
IT
TA
L
Se al
07/07/2021
N /A
N /A
EJ
D
EJ
D
M R
A
TY
PI
C A
L
SE
C
TI
O N
S
2A(3)
P7
P7
INSET F
REMOVED
SL
M o n f d h f
R a m p
S
S
D
V
C
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U G
E
U G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
F
O
F
O
F
O
F
O
F
O
G
A
S p e n t a g o n i n f o c k k b u i f o i n f g n
R a m p e o i e o i e x p o s d p i p h l e
F O
P
A
N
G
P
R a m p
R a m p a s p h c o n c a s p h
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E U G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
G
G
12''G 12''G
12''G
G
G
G
G
G
C
C
O
L
U
M
B
U
S
P
E
D
M
I
H
C O
L U
M B
IA
P
IK
E
- R O
U T
E
S P
E E
D L
IM
IT
: 2 M
P H
BREAK PROP. L/A LINE
(SEE SHEET 4G)
J
U
C
J U
C
J U
C
J
U
C
J
U
C
JUC
U
S
A
F
U S
A F
U S
A F
U
S
A
F
U
S
A
F
U S
A F
U S
A F
U
S
A
F
L
L
L
L3
U S
A F
U
S
A
F
U S
A F
U
S
A
F
U
G
E
U
G
E
U
G
E
U
G
E
A
C
F
A
C
F
A
C
F
A
C
F
A
C
F
A
C
F
ACF
A C F
A
C
F
A
C
F
A
C
F
A
C
F
A
C
F
A
C
F
A
C
F
A
C
F
A
C
F
A
C
F
A C F
A C F
L
V
Z
N
V
Z
N
V Z
N
V
Z N
V
Z
N
V
Z
N
VZN
H
H
D O
M I N
I O
N
C
E
D
B
USAF 844: 1-4" CONDUIT
SINGLE MODE 72 STRAND
VZN 1: 12-4" CE DB
STA: 6+08
(CP STA: 33+89
OFF: 37.6' RT)
JONES HH
JB-S3
LUMEN 1: 1-4" CONDUIT
STA: 5+60
(CP STA: 33+48
OFF: 37.1' RT)
LUMEN 1 HH
JB-S3
JONES 1: 6-1.5"
CONDUITS
STA: 6+30
(CP STA: 34+47
OFF: 32.7' RT)
VZN MH#1
OLDCASTLE MODEL BA6X12-7GRII
STA: 3+48
(CP STA: 34+02
OFF 41.55' LT)
DOMINION 1
MH #2
6'X12'X6'
DOMINION 1: 2-6" CE DB
ACF 1: 2-2" DB
24F CABLE
DOMINION TEMPORARY OVERHEAD
STA: 3+16
(CP STA: 33+94
OFF 48.56' LT)
ACF 1
AC-TS STD.
61-04 TYPE 3 JB
T R
A N
S U
R B
N
E
A
C O
N T
R A
C T
L O
C A
O
T E
C T
L O
C A
C
O N
F L I C
T S
*CONSTRUCTED AS PART OF
UGT
UGE
FO
SAN
CATV
CC
UGE
PROP. DOMINION ENERGY VIRGINIA
DUCT BANK
PROP. VERIZON COMMUNICATION
DUCT BANK
PROP. COMCAST CABLE DUCT
BANK
PROP. FIBERLIGHT DUCT BANK
PROP. JONES DUCT BANK
PROPOSED MCI DUCT BANK
PROPOSED ARLINGTON COUNTY
FIBER DUCTBANK
PROP. USAF 844 FIBER
PROP. VDOT COMM DUCT BANK
PROP. VDOT ELECTRIC
PROP. LUMEN COMM
PROP. DEV 6' x 12' x 6' MANHOLE
PROP. VZN 6' X 12' X 8' MANHOLE
PROP. VDOT COMM 36"X24"X36"
HANDHOLE
PROP. COMCAST 36"X24"X36"
HANDHOLE
PROP. VERIZON 36"X24"X36"
HANDHOLE
PROP. USAF 36"X24"X36"
HANDHOLE
PROP. JONES 36"X24"X36"
HANDHOLE
PROP. MCI 36"X24"X36" HANDHOLE
PROP. ACF 36"X24"X36" HANDHOLE
CATV
USAF
VZN VZN
JUC
MCI
ACF
EXIST. 395 EXPRESS LANE FIBER OPTIC
EXIST. UNDERGROUND ELECTRIC LINE
EXIST. UNDERGROUND
TELECOMMUNICATION LINE
EXIST. UNDERGROUND FIBER OPTIC LINE
EXIST. UNDERGROUND ARLINGTON
COUNTY FIBER OPTIC LINE
EXIST. UNDERGROUND CABLE LINE
EXIST. SANITARY SEWER LINE
EXIST. GAS LINE
EXIST. OVERHEAD LINE
EXIST. POWER POLE
LEGEND
ARLINGTON COUNTY WATER
WASHINGTON AQUEDUCT
PROP. VALVE
PROP. FIRE HYDRANT
PROP. REDUCER
PROP. TEE
PROP. 11.25° BEND
PROP.22.5° BEND
PROP. 45° BEND
PROP.90° BEND
PROP. BLOW OFF VALVE ASSEMBLY
PROP. CAP
FILL & ABANDON UTILITY LINE
REMOVE UTILITY LINE
PROP.SANITARY SEWER PIPE
PROP.SANITARY SEWER
MANHOLE & NO.
SANITARY FLOW ARROW
EXISTING SANITARY STRUCTURE
MH.
EXISTING POTOMAC
INTERCEPTOR
ABANDON UTILITY LINE
REMOVE UTILITY LINE
WASHINGTON GAS
10105
SAN
SAN
S
L3
VEL
VC
12''G
FBL
GAS
E A S T E
D
E R A L
L A N
D S
H
I G
H W
A Y
D
I V I S I O
N
F e d e r a l
H i g h w a y
A d m i n i s t r a t i o n
U S
D e p a r t m e n t o f
T r a n s p o r t a t i o n
R I D
G E T O
P
C I R C L E
S T E R L I N
G
V I R G
I N
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LI
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TY
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IN
IA
SHEET
Se al
D A
TE
A
PR
IL
3, SC
A
LE
H O
R
V
ER
T.
D
ES
IG
N
ED
D
R A
W N
C
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ED
M
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UT
IL
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TR
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SM
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TA
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Se al
07/07/2021
MATCHLIN
E - S
EE S
HEET
12Q
M
A
T
C
H
L
I
E
Q
M A
T C
H L
I N
E
S
E
NOTE:
1. ALL MANHOLE/HANDHOLE LIDS AND COVERS SHALL
MATCH FUTURE GRADE AND CROSS SLOPES.
2. SEE 2K SERIES FOR ALL DRY UTILITY DUCTBANK,
HH, AND MH DETAILS.
1" =2
5' N
/A A
R B
A R
B M
R A
D R
Y U
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S A N
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S A N
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S A N
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F o x c r o f t
H e i g h t s m e d i a n s y m b o l
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F O
F O
F O
F O
F O
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S A N
S A N
S A N
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F O
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F O
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F O
F O
F O
F
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F O
F
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F
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F
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F
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F
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F
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G
G
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C
J U
C
J U
C
JUC
J U
C
U S
A F
U
S
A
F
U
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A
F
USAF
U S
A F
U S
A F
U
S
A
F
U
S
A
F
U
S
A
F
L
U
G
E
U
G
E
U
G
E
U G
E
U
G
E
U G
E
U G
E
C
A
T
V
C
A
T
V
C
A
T
V
C
A
T
V
C A T V
C A T V
C
A
T
V
C
A
T
V
A
C
F
A
C
F
A
C
F
A
C
F
A
C
F
A
C
F
A
C
F
A
C
F
A
C
F
A
C
F
A
C
F
A
C
F
A
C
F
A
C
F
A
C
F
A
C
F
A
C
F
A
C
F
A
C
F
A
C
F
A
C
F
A
C
F
A
C
F
A
C
F
A
C
F
A
C
F
A
C
F
A
C
F
A
C
F
ACF
A C F
A C F
ACF
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S
A
F
U
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A
F
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A
F
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I
M C
I
M
C
I
M C
I
M
C
I
M
C
I
M
C I
M
C
I
M
C
I
M C
I
A
C
F
A
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F
A
C
F
A
C
F
A
C
F
L
Q
S
T
Q
S
T
Q
S
T
Q
S
T
Q
S
T
Q
S
T
Q
S
T
Q
S
T
Q S
T
F
B
L
F
B
L
F
B
L
F
B
L
F
B
L
F
B
L
F
B
L
F
B
L
F B
L
F B
L
V
Z
N
V
Z
N
V
Z
N
V
Z
N
V
Z
N
V
Z
N
V
Z
N
V
Z N
V Z
N
V Z
N
VZN
V Z
N
V Z
N
V Z
N
V
Z
N
V
Z
N
H H
M
H
H
H
H
C
O
N
N
E
N
E
S
STA: 6+54
(CP STA: 37+05 OFF: 42' LT)
DOMINION MH #3
6'X'12X7'
L
U
M
N
D
U
I
T
J
O
N
C
O
N
D
U
I
T
S
STA: 4+29
(CP STA: 40+40 OFF: 48.3' RT)
COMCAST HH
JB-S3
COMCAST 1: 2-4" CE DB
STA: 0+00
(CP STA: 37+30
OFF: 65.6' LT)
COMCAST HH
JB-S3
STA: 1+02
(CP STA: 37+26
OFF: 65.9' LT)
VZN HH
JB-S3
UTILITY TRUNK
ACF: 6-2" CONDUITS 2-144 SMF LOOSE TUBE CABLE, 1-864 RIBBON CABLE
USAF 844: 1-4" CONDUIT SINGLE MODE 72 STRAND
JONES: 6-1.5" CONDUITS
FIBERLIGHT: 8-1.5" CONDUITS
STA: 12+77
(CP STA: 41+25
OFF: 32.4' RT)
VZN MH#3
OLDCASTLE MODEL BA6X12-7GRII
STA: 2+45
(CP STA: 40+36 OFF: 39.0' RT)
FIBERLIGHT HH
JB-S3
STA: 1+76
(CP STA: 39+67
OFF: 37.4' RT)
JONES HH
JB-S3
STA: 1+56
(CP STA: 39+47
OFF: 37' RT)
USAF 844 HH
STA: 0+96
(CP STA: 38+86 OFF: 41.3' RT)
MCI HH
JB-S3
MCI 2: 12-1.5" CONDUIT
MCI 1: 1-4" CONDUIT
STA: 9+51
(CP STA: 37+99 OFF: 47.8' RT)
VZN MH#2
OLDCASTLE MODEL BA6X12-7GRII
USAF 844-2:1-4" CONDUIT
SINGLE MODE 72 STRAND
STA: 10+95
(CP STA: 41+52 OFF: 35' LT)
DOMINION MH #4
6'X12'X6'
DOMINION 1: 2-8" CE DB
ACF : 6-2" CONDUITS
2-144 SMF LOOSE TUBE CABLE
1-864 RIBBON CABLE
FBL: 8-1.5"CONDUITS
STA: 6+98
(SJ STA: 113+89
OFF: 37' RT)
ACF HH
AC-TS STD. TYPE 5
ACF 1: 2-2"
CONDUITS
24F CABLE
DOMINION-2: 2-8" & 2-6" CE DB
DOMINION : 1-4" DB
FOR SIGNAL
STA: 14+69
(CP STA: 37+76 OFF: 47.6' RT)
USAF 844 HH (JB-S3)
JONES 2: 6-1.5" CONDUITS
V
D
I
M
S
O
F
M
C
VZN 3: 1-2"
CONDUIT
STA: 1+29
(SJ STA: 113+89 OFF: 36.5' RT)
FIBERLIGHT HH
JB-S3
STA: 9+78
(CP STA 37+58
OFF: 40.3' RT)
JONES HH
JB-S3
6-1.5"
CONDUITS
STA: 9+68
(CP STA: 37+47
OFF: 44.3' RT)
LUMEN 1 HH
JB-S3
1-4" CONDUIT
S T
A
V Z
N
H
H
N
E
VZN 4: 9-4"
CE DB
V
Z
N
S
T
V
Z
N
O
L
D
C
A
S
T
D
X
G
R
I
I
STA: 0+00 (VZN-4)
STA: 10+34 (VZN-1)
VZN-4 MH#1
OLDCASTLE MODEL BA6X12-7GRII
VZN 2: 6-4" CONDUITS
D
O
M
I
N
I
M
P
O
R
A
E
R
H
E
A
D
STA: 3+65
(CP STA: 41+63
OFF: 41' RT)
ACF HH TYPE 4
STA: 0+05
(CP STA: 38+03
OFF: 44.5' RT)
ACF HH TYPE 4
C
O
N
N
E
M
O
F
J
B
S
UGT
UGE
FO
SAN
CATV
CC
UGE
PROP. DOMINION ENERGY VIRGINIA
DUCT BANK
PROP. VERIZON COMMUNICATION
DUCT BANK
PROP. COMCAST CABLE DUCT
BANK
PROP. FIBERLIGHT DUCT BANK
PROP. JONES DUCT BANK
PROPOSED MCI DUCT BANK
PROPOSED ARLINGTON COUNTY
FIBER DUCTBANK
PROP. USAF 844 FIBER
PROP. VDOT COMM DUCT BANK
PROP. VDOT ELECTRIC
PROP. LUMEN COMM
PROP. DEV 6' x 12' x 6' MANHOLE
PROP. VZN 6' X 12' X 8' MANHOLE
PROP. VDOT COMM 36"X24"X36"
HANDHOLE
PROP. COMCAST 36"X24"X36"
HANDHOLE
PROP. VERIZON 36"X24"X36"
HANDHOLE
PROP. USAF 36"X24"X36"
HANDHOLE
PROP. JONES 36"X24"X36"
HANDHOLE
PROP. MCI 36"X24"X36" HANDHOLE
PROP. ACF 36"X24"X36" HANDHOLE
CATV
USAF
VZN VZN
JUC
MCI
ACF
EXIST. 395 EXPRESS LANE FIBER OPTIC
EXIST. UNDERGROUND ELECTRIC LINE
EXIST. UNDERGROUND
TELECOMMUNICATION LINE
EXIST. UNDERGROUND FIBER OPTIC LINE
EXIST. UNDERGROUND ARLINGTON
COUNTY FIBER OPTIC LINE
EXIST. UNDERGROUND CABLE LINE
EXIST. SANITARY SEWER LINE
EXIST. GAS LINE
EXIST. OVERHEAD LINE
EXIST. POWER POLE
LEGEND
ARLINGTON COUNTY WATER
WASHINGTON AQUEDUCT
PROP. VALVE
PROP. FIRE HYDRANT
PROP. REDUCER
PROP. TEE
PROP. 11.25° BEND
PROP.22.5° BEND
PROP. 45° BEND
PROP.90° BEND
PROP. BLOW OFF VALVE ASSEMBLY
PROP. CAP
FILL & ABANDON UTILITY LINE
REMOVE UTILITY LINE
PROP.SANITARY SEWER PIPE
PROP.SANITARY SEWER
MANHOLE & NO.
SANITARY FLOW ARROW
EXISTING SANITARY STRUCTURE
MH.
EXISTING POTOMAC
INTERCEPTOR
ABANDON UTILITY LINE
REMOVE UTILITY LINE
WASHINGTON GAS
10105
SAN
SAN
S
L3
VEL
VC
12''G
FBL
GAS
E A S T E
D
E R A L
L A N
D S
H
I G
H W
A Y
D
I V I S I O
N
F e d e r a l
H i g h w a y
A d m i n i s t r a t i o n
U S
D e p a r t m e n t o f
T r a n s p o r t a t i o n
R I D
G E T O
P
C I R C L E
S T E R L I N
G
V I R G
I N
I A
A R
LI
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TO
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TI
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EM
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N
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N (A
N C
SE
D
EF
EN
SE
A C
C
ES
S R
O A
D (D
A R
) P R
O
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C T
A R
LI
N
G
TO
N C
O U
N
TY
, V
IR
G
IN
IA
SHEET
Se al
D A
TE
A
PR
IL
3, SC
A
LE
H O
R
V
ER
T.
D
ES
IG
N
ED
D
R A
W N
C
H
EC
K
ED
M
IS
S
UT
IL
IT
Y
TR
AN
SM
IT
TA
L
Se al
07/07/2021
M
A
T
C
H
L
I
E
M
A
T
C
H
L
I
E
Q
M A
T C
H L
I N
E
S
E
M
A
T C
H
L I
E
E
T
Q
NOTE:
1. ACF MAY HAVE CHANGED IN THIS AREA.
CONTRACTOR TO FIELD VERIFY.
2. ALL MANHOLE/HANDHOLE LIDS AND COVERS SHALL
MATCH FUTURE GRADE AND CROSS SLOPES.
3. SEE 2K SERIES FOR ALL DRY UTILITY DUCTBANK,
HH, AND MH DETAILS.
1" =2
5' N
/A A
R B
A R
B M
R A
D R
Y U
TI
LI
TI
ES
P
LA
N
5Q
UGT
UGE
FO
SAN
CATV
CC
UGE
PROP. DOMINION ENERGY VIRGINIA
DUCT BANK
PROP. VERIZON COMMUNICATION
DUCT BANK
PROP. COMCAST CABLE DUCT
BANK
PROP. FIBERLIGHT DUCT BANK
PROP. JONES DUCT BANK
PROPOSED MCI DUCT BANK
PROPOSED ARLINGTON COUNTY
FIBER DUCTBANK
PROP. USAF 844 FIBER
PROP. VDOT COMM DUCT BANK
PROP. VDOT ELECTRIC
PROP. LUMEN COMM
PROP. DEV 6' x 12' x 6' MANHOLE
PROP. VZN 6' X 12' X 8' MANHOLE
PROP. VDOT COMM 36"X24"X36"
HANDHOLE
PROP. COMCAST 36"X24"X36"
HANDHOLE
PROP. VERIZON 36"X24"X36"
HANDHOLE
PROP. USAF 36"X24"X36"
HANDHOLE
PROP. JONES 36"X24"X36"
HANDHOLE
PROP. MCI 36"X24"X36" HANDHOLE
PROP. ACF 36"X24"X36" HANDHOLE
CATV
USAF
VZN VZN
JUC
MCI
ACF
EXIST. 395 EXPRESS LANE FIBER OPTIC
EXIST. UNDERGROUND ELECTRIC LINE
EXIST. UNDERGROUND
TELECOMMUNICATION LINE
EXIST. UNDERGROUND FIBER OPTIC LINE
EXIST. UNDERGROUND ARLINGTON
COUNTY FIBER OPTIC LINE
EXIST. UNDERGROUND CABLE LINE
EXIST. SANITARY SEWER LINE
EXIST. GAS LINE
EXIST. OVERHEAD LINE
EXIST. POWER POLE
LEGEND
ARLINGTON COUNTY WATER
WASHINGTON AQUEDUCT
PROP. VALVE
PROP. FIRE HYDRANT
PROP. REDUCER
PROP. TEE
PROP. 11.25° BEND
PROP.22.5° BEND
PROP. 45° BEND
PROP.90° BEND
PROP. BLOW OFF VALVE ASSEMBLY
PROP. CAP
FILL & ABANDON UTILITY LINE
REMOVE UTILITY LINE
PROP.SANITARY SEWER PIPE
PROP.SANITARY SEWER
MANHOLE & NO.
SANITARY FLOW ARROW
EXISTING SANITARY STRUCTURE
MH.
EXISTING POTOMAC
INTERCEPTOR
ABANDON UTILITY LINE
REMOVE UTILITY LINE
WASHINGTON GAS
10105
SAN
SAN
S
L3
VEL
VC
12''G
FBL
GAS
d h f d h f
R a m p
R
A
R
A
R
A
N
W
R
A
S
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
D
D
P
P
P
R
C
P
S
I
S
E
E
E
E
E
E
E
E
E
E
E
E
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
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F
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F
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F
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F
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FO
FO
F
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F
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F
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F
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F
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O c o n i c k e l e c v a u l t e l e c v a u l t n o p a r k i n g n o p a r k i n g e x i t s i g n e l e c v a u l t e l e c v a u l t c o n r b i n g c o n c b r i d g e a b u t m e n t e l e n e l s n c n o f i b t i c v a u l t
R a m p
W a s h i n g t u l e v a r d
R
O
U o p p i n g s t a n d i n g p a r k i n g o p p i n g s t a n d i n g p a r k i n g s i g n p o s t o p p i n g s t a n d i n g p a r k i n g
R
A c o n c c o n r b i n g
P
U
G
E
U
G
E
UGE
U
G
E
U
G
E
U
G
E
U
G
E e o i e m p n d u i t s d e p i c t c o r d i f i e v e s t i g a t i o n
P e m p t y
F
O
F
O
A
N
G
P
R a m p a s p h a s p h a s p h c o n c a s p h a s p h c o n c b r i d g e a b u t m e n t c o n i c k r a b o v e r a b o v e c o n l l b r i d g e p i e r a s p h a s p h
S
H
J
E
R
S
L
L
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C
B
H
H
C
C
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A
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P
P
P
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P
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X
I
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T
I
N
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S
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C
T
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M
E
E
L
I
V
E
R
A
B
L
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D
F
O
F
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F
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L
N
E
A
N
E
ROUTE 27 ON-RAMP
R
O
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P
V
C
V
C
V
C
V
C
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C
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C
V
C V
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A
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A
C
F
A
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F
A
C
F
T
M
V
C
V
C
V
C
V
C
V
C
V C
V
C
V
C
V
C
V C
V C
V C
VDOT COMM: 4-4" CONDUIT
2-48 CT AND 1-16 CT
C
O
N
N
E
N
E
S
C
O
M
M
U
N
I
C
A
T
I
O
N
S
O
F
VDOT ELEC: 1-4" CE DB
D
O
M
I
N
I
O
N
D
O
M
I
N
I
F
G
N
A
L
J
O
N
N
D
U
I
T
S
PROP. VDOT HH
VDOT STD. JB-S4
BEGIN RELOCATION OF
VDOT ELECTRIC
VDOT ELECTRIC
1-4" CONDUIT
CONNECT TO
EX. ELECTRICAL BOX
CONNECT TO
EX. VDOT
ELECTRICAL VAULT
BEGIN VDOT
ELECTRIC RELOCATION
VDOT ELECTRIC
1-4" CONDUIT
DOMINION TRANSFORMER 3
DOMINION METER 3
DOMINION: 1-4" DB
DOMINION: 1-4" DB
VDOT COMM: 4-4" CONDUITS
3-48 CT, 1-24 CT, AND 1-16 CT
C
O
N
N
E
E
O
F
D
O
M
I
N
I
O
N
C
O
N
N
E
D
O
M
I
N
I
A
N
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D
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M
I
N
I
O
N
S
W
I
T
C
H
C
A
B
I
N
O
F
PROP. VDOT HH
VDOT STD. JB-S4
TO REPLACE MH 3C41M6
PROP. HH (VDOT STD. JB-S4)
TO REPLACE MH 3C4IMIO
S
T
F
I
B
E
R
L
I
G
CORE DRILL CONDUITS INTO
EXISTING MH 3C41M7. IDENTIFY
48 CT AND 24 CT CABLES AND DO
FULL BUTT SPLICE
D
O
M
I
N
I
O
I
N
I
T
C
H
C
A
B
I
N
L
K
F
E
E
D
VDOT COMM: 4-4" CONDUIT
3-48 CT, 1-24 CT, AND 1-16 CT
TRANSURBAN AND VDOT POWER
AND COMM EQUIPMENT
CONTRACTOR TO COORDINATE WITH
TRANSURBAN AND VDOT TO PROTECT
AND MOVE
IF NECESSARY
TRANSURBAN LINES IN THIS
AREA. CONTRACTOR TO LOCATE
AND PROTECT OR RELOCATE OUT
OF CONFLICTS
VDOT COMM: 2-4" CONDUIT
1-48 CT AND 1-24 CT
E A S T E
D
E R A L
L A N
D S
H
I G
H W
A Y
D
I V I S I O
N
F e d e r a l
H i g h w a y
A d m i n i s t r a t i o n
U S
D e p a r t m e n t o f
T r a n s p o r t a t i o n
R I D
G E T O
P
C I R C L E
S T E R L I N
G
V I R G
I N
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ED
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SM
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Se al
07/07/2021
M
A
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C
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I
E
M A
T C
H L
I N
E
S
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M
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Q
NOTE:
1. VDOT AND TRANSURBAN LINES MAY DIFFER FROM
PLAN LOCATIONS. CONTRACTOR TO COORDINATE
WITH BOTH OWNERS. A 21 DAY NOTICES OF
IMPACTS IS REQUIRED FOR TRANSURBAN.
2. ALL MANHOLE/HANDHOLE LIDS AND COVERS SHALL
MATCH FUTURE GRADE AND CROSS SLOPES.
3. SEE 2K SERIES FOR ALL DRY UTILITY DUCTBANK,
HH, AND MH DETAILS.
4. UNDERGROUND SPLICE ENCLOSURE FOR EACH
CABLE AND PERMANENTLY LABEL EACH TO
IDENTIFY WHICH CABLE IS SERVICING. ACTIVITIES
CAUSING COMMUNICATION OUTAGES SHALL BE
COORDINATED WITH VDOT AND MUST BE
COMPLETED AND BROUGHT BACK INTO SERVICE
BEFORE THE NEXT PEAK TRAFFIC PERIOD. MR
LEARY TOMLIN AT 571-419-1176 IS THE POC FOR
THIS COORDINATION.
1" =2
5' N
/A A
R B
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R A
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N
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R=284.10'
A=230.46'
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UGE
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F
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F
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O s t e a m v a u l t b a s e o n l y p e n t a g o n i n f o c k l n o v e n t s h c r h c r k e f f m e d i a n k e f m e d i a n k e f m e d i a n c o n n c c o n c s k e s i g n p e d e s t r i a n s t o p s i g n y i e l d s i g n c o n k e s i g n p e d e s t r i a n s t o p s i g n h c r h c r h c r c o n c s o s s w a lk c r o s s w a lk p e d e s t r i a n s t o p s i g n b r i d g e c l e a r a n c e asp halt s
/w c o n r r a m p m p h r o u t e i n f o p e t i n f o
F
O
F
O
F
O
F O
F O
F O
F O
F
O
F
O
F
O
F
O
F
O
F
O
F O
F O
F O
F O
F
O b i k e s i g n
S r i p r a p b i k e s i g n b r u s h m e d i a n s y m b o l e o i e o i e o i s to n e w a ll s t o l l s t o l l s t o l l
D
D
P
P
P a p p r o x l o c a t i o n
A
S
S
I
B
N
N
E
C
T
I
O
N
R
A
P
P r i p r a p d u c t d u c t d u c t d u c t
S
S
S
S
S S
S
S
S
S
S
S
S
S
R a m p
R a m p
R a m p
A
N
A
N
T
R
E
E
C
C
G
G
W
W
W
W
W
W
W
S
D x
S
D x
S
D x
S
D x
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
E
E
E
E
E
C
E
E
E
E
E
C
W
W
G
G
S
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S
D
C
C
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F
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F
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F
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F
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F
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F O
F O
F
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F O
F
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F
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F
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F O
F O
F
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FO
F
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F
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F
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F
O
F
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F O
F O
F O
F O
F O
F O
F O
F O
F O
F
O
F O
F O
F O
F
O
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
V e r i z b e r
A r l i n g t b e r
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
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S
S x
S
S x
S
S x
S
S x
S
S x
S
S x
S
S x
S
S x
E r
V
D
N
B
R
E
O
N
E
S
E
37+00
38+00
P C
C
U
S
N
D
U
I
T
S
I
N
G
R
A
N
D
C
O
L
U
M
B
U
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P
E
M
I
H
J
U
C
J
U
C
J
U
C
J
U
C
J
U
C
U
S A
F
USAF
U S
A F
U S
A F
USAF
U
S
A
F
U
S
A
F
U
S
A
F
U
S
A
F
U
S
A
F
U
S
A
F
U
S
A
F
U
S
A
F
U
S
A
F
U
S
A
F
U
S
A
F
U
S
A
F
U
S
A
F
U
S
A
F
U
S
A
F
U
S
A
F
U
G
E
A
C
F
A
C
F
A
C
F
A
C
F
A
C
F
A
C
F
A
C
F
A
C
F
A
C
F
V
Z
N
V
Z
N
V
Z
N
V
Z
N
V
Z
N
V
Z
N
V
Z
N
V
Z
N
V
Z
N
V
Z
N
H
H
S
T
U
S
B
S
V
E
R
I
Z
V
Z
STA: 12+05 USAF 844-2
CONNECT TO EX. MH-1W
STA: 11+14
USAF 844-2 HH (JB-S3)
N: 7003304.15
E: 11891882.04
STA: 8+87
USAF 844-2 HH
(JB-S3)
N: 7003311.20
E: 11891657.70
USAF 844-2: 1-4" CONDUIT
SINGLE MODE 72 STRAND
VZN 2: 6-4" CE DB
STA: 4+62
VZN MH
N: 7003091.9
E: 11891717.2
OLDCASTLE MODEL BA6X12-7GRII
USAF 844: 1-4" CONDUIT
STA: 5+90
USAF 844-2 HH
(JB-S3)
N: 7003168.71
E: 11891640.94
UGT
UGE
FO
SAN
CATV
CC
UGE
PROP. DOMINION ENERGY VIRGINIA
DUCT BANK
PROP. VERIZON COMMUNICATION
DUCT BANK
PROP. COMCAST CABLE DUCT
BANK
PROP. FIBERLIGHT DUCT BANK
PROP. JONES DUCT BANK
PROPOSED MCI DUCT BANK
PROPOSED ARLINGTON COUNTY
FIBER DUCTBANK
PROP. USAF 844 FIBER
PROP. VDOT COMM DUCT BANK
PROP. VDOT ELECTRIC
PROP. LUMEN COMM
PROP. DEV 6' x 12' x 6' MANHOLE
PROP. VZN 6' X 12' X 8' MANHOLE
PROP. VDOT COMM 36"X24"X36"
HANDHOLE
PROP. COMCAST 36"X24"X36"
HANDHOLE
PROP. VERIZON 36"X24"X36"
HANDHOLE
PROP. USAF 36"X24"X36"
HANDHOLE
PROP. JONES 36"X24"X36"
HANDHOLE
PROP. MCI 36"X24"X36" HANDHOLE
PROP. ACF 36"X24"X36" HANDHOLE
CATV
USAF
VZN VZN
JUC
MCI
ACF
EXIST. 395 EXPRESS LANE FIBER OPTIC
EXIST. UNDERGROUND ELECTRIC LINE
EXIST. UNDERGROUND
TELECOMMUNICATION LINE
EXIST. UNDERGROUND FIBER OPTIC LINE
EXIST. UNDERGROUND ARLINGTON
COUNTY FIBER OPTIC LINE
EXIST. UNDERGROUND CABLE LINE
EXIST. SANITARY SEWER LINE
EXIST. GAS LINE
EXIST. OVERHEAD LINE
EXIST. POWER POLE
LEGEND
ARLINGTON COUNTY WATER
WASHINGTON AQUEDUCT
PROP. VALVE
PROP. FIRE HYDRANT
PROP. REDUCER
PROP. TEE
PROP. 11.25° BEND
PROP.22.5° BEND
PROP. 45° BEND
PROP.90° BEND
PROP. BLOW OFF VALVE ASSEMBLY
PROP. CAP
FILL & ABANDON UTILITY LINE
REMOVE UTILITY LINE
PROP.SANITARY SEWER PIPE
PROP.SANITARY SEWER
MANHOLE & NO.
SANITARY FLOW ARROW
EXISTING SANITARY STRUCTURE
MH.
EXISTING POTOMAC
INTERCEPTOR
ABANDON UTILITY LINE
REMOVE UTILITY LINE
WASHINGTON GAS
10105
SAN
SAN
S
L3
VEL
VC
12''G
FBL
GAS
E A S T E
D
E R A L
L A N
D S
H
I G
H W
A Y
D
I V I S I O
N
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H i g h w a y
A d m i n i s t r a t i o n
U S
D e p a r t m e n t o f
T r a n s p o r t a t i o n
R I D
G E T O
P
C I R C L E
S T E R L I N
G
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I N
I A
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N
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ES
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IA
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Se al
D A
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A
PR
IL
3, SC
A
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H O
R
V
ER
T.
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ES
IG
N
ED
D
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C
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EC
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ED
M
IS
S
UT
IL
IT
Y
TR
AN
SM
IT
TA
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Se al
07/07/2021
M A
T C
H L
I N
E
S
E
Q
M
A
T
C
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E
M
A
T
C
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E
NOTE:
1. ALL MANHOLE/HANDHOLE LIDS AND COVERS SHALL
MATCH FUTURE GRADE AND CROSS SLOPES.
2. SEE 2K SERIES FOR ALL DRY UTILITY DUCTBANK,
HH, AND MH DETAILS.
1" =2
5' N
/A A
R B
A R
B M
R A
D R
Y U
TI
LI
TI
ES
P
LA
N
16Q
UGT
UGE
FO
SAN
CATV
CC
UGE
PROP. DOMINION ENERGY VIRGINIA
DUCT BANK
PROP. VERIZON COMMUNICATION
DUCT BANK
PROP. COMCAST CABLE DUCT
BANK
PROP. FIBERLIGHT DUCT BANK
PROP. JONES DUCT BANK
PROPOSED MCI DUCT BANK
PROPOSED ARLINGTON COUNTY
FIBER DUCTBANK
PROP. USAF 844 FIBER
PROP. VDOT COMM DUCT BANK
PROP. VDOT ELECTRIC
PROP. LUMEN COMM
PROP. DEV 6' x 12' x 6' MANHOLE
PROP. VZN 6' X 12' X 8' MANHOLE
PROP. VDOT COMM 36"X24"X36"
HANDHOLE
PROP. COMCAST 36"X24"X36"
HANDHOLE
PROP. VERIZON 36"X24"X36"
HANDHOLE
PROP. USAF 36"X24"X36"
HANDHOLE
PROP. JONES 36"X24"X36"
HANDHOLE
PROP. MCI 36"X24"X36" HANDHOLE
PROP. ACF 36"X24"X36" HANDHOLE
CATV
USAF
VZN VZN
JUC
MCI
ACF
EXIST. 395 EXPRESS LANE FIBER OPTIC
EXIST. UNDERGROUND ELECTRIC LINE
EXIST. UNDERGROUND
TELECOMMUNICATION LINE
EXIST. UNDERGROUND FIBER OPTIC LINE
EXIST. UNDERGROUND ARLINGTON
COUNTY FIBER OPTIC LINE
EXIST. UNDERGROUND CABLE LINE
EXIST. SANITARY SEWER LINE
EXIST. GAS LINE
EXIST. OVERHEAD LINE
EXIST. POWER POLE
LEGEND
ARLINGTON COUNTY WATER
WASHINGTON AQUEDUCT
PROP. VALVE
PROP. FIRE HYDRANT
PROP. REDUCER
PROP. TEE
PROP. 11.25° BEND
PROP.22.5° BEND
PROP. 45° BEND
PROP.90° BEND
PROP. BLOW OFF VALVE ASSEMBLY
PROP. CAP
FILL & ABANDON UTILITY LINE
REMOVE UTILITY LINE
PROP.SANITARY SEWER PIPE
PROP.SANITARY SEWER
MANHOLE & NO.
SANITARY FLOW ARROW
EXISTING SANITARY STRUCTURE
MH.
EXISTING POTOMAC
INTERCEPTOR
ABANDON UTILITY LINE
REMOVE UTILITY LINE
WASHINGTON GAS
10105
SAN
SAN
S
L3
VEL
VC
12''G
FBL
GAS
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E s t e a m v a u l t c k l e v e r g r e e u s h c k l k l n r o u t e i n f o c k l m p h k e f m e d i a n c j l n o n o n o n o s t o p s i g n a s p h a l t s w a s p h a w c o n c c o n c v e n t s b r i d g e c l e a r a n c e k e f m e d i a n m p h a d o i g h w a y m e t s n o
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J
L g h t c o n s t s i g n p e d e s t r i a n s t g n c o n c s w a s p w h c r h c r h c r h c r r o u t e i n f o c j l
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A r c e
M e m o r i a l s i g n c b i k e s i g n j l s j l j l c k l c j l r k i n g m p h y i e l d s i g n r i p r a p b i k e s i g n m e d i a n s y m b o l m e d i a n s y m b o l m e d i a n s y m b o l r k i n g s t o l l s t o l l a s p h
8" TC
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USAF 844: 1-4" CONDUIT
SINGLE MODE 72 STRAND
A
M
M
D
E
V
STA: 7+06
CONNECT TO EX. MH#1774
MH#1774 TO REMAIN
U
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STA: 2+66
USAF 844-2 HH (JB-S3)
N: 7002912.60
E: 11891677.68
VERIZON 2: 6-4" CE DB
VZN 2: 6-4" CE DB
V
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USAF 844-2: 1-4" CONDUIT
SINGLE MODE 72 STRAND
S
T
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S
J
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STA 7+59
USAF 844-2 HH (JB-S3)
N:7003285.51
E:1891534.54
EX. VZN LINE
TO REMAIN
E A S T E
D
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D S
H
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H W
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F e d e r a l
H i g h w a y
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07/07/2021
M
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NOTE:
1. ALL MANHOLE/HANDHOLE LIDS AND COVERS SHALL
MATCH FUTURE GRADE AND CROSS SLOPES.
2. SEE 2K SERIES FOR ALL DRY UTILITY DUCTBANK,
HH, AND MH DETAILS.
1" =2
5' N
/A A
R B
A R
B M
R A
D R
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TI
LI
TI
ES
P
LA
N
17Q
30" Ø SEWER
30" Ø SEWER
NOTES:
1. ALL INTERIROR SURFACES SHALL BE 100% LINED
2. USE APPROVED SEAL BETWEEN MANHOLE FRAME
AND CONCRETE MANHOLE AND BOLT FRAME TO
MANHOLE
3. GRAVEL SHALL BE SUPPORTED TO BE CENTERED
HORIZONTALLY AND VERTICALLY IN THE MANHOLE
OPENING UPON COMPLETION
4. 48" RISERS AND WATERTIGHT FRAME AND COVER TO
BE PER ARLINGTON COUNTY STANDARDS AND
APPROVED MATERIALS LIST
5. EXTERIOR OF MANHOLE JOINTS SHALL BE WRAPPED
WITH THE CANUSA RAPIDSEAL SYSTEM OR
APPROVED EQUAL
6. MANHOLE TO BE CAST WITHOUT STEPS
30"
E A S T E
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07/12/2021
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30" SEWER
(TYP.)
MH 1 HAS TWO INCOMING SANITARY SEWERS. CONTRACTOR TO COORDINATE
WITH T-BASE MH MANUFACTURER TO ACCOMMODATE ALL CONNECTIONS.
CONNECT WITH
NON-SHRINK
GROUT
(TYP.)
P7
JUNCTION STRUCTURE #38 (42312)
S T E
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07/12/2021
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JUNCTION STRUCTURE #36 (42130)
NTS
JUNCTION STRUCTURE #36 (42130)
P7
P7
CONNECT WITH
NON-SHRINK GROUT (TYP.)
n i t a w m t
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E
REMOVE EX. 36"
SANITARY SEWER
EX. JUNCTION STRUCTURE
#38 (42312) TO BE MODIFIED
SEE NOTE 1
EX. MH 11862
TO BE REPLACED WITH
NEW T-MH (MH 9)
N: 7003167.1
E: 11691623.64
EX. JUNCTION
STRUCTURE 42133
EX. JUNCTION STRUCTURE
11486 TO BE MODIFIED SEE NOTE 3
PLAN VIEW LEGEND
PROP.SANITARY SEWER PIPE
PROP.SANITARY SEWER
MANHOLE NO.
SANITARY FLOW ARROW
EXISTING SANITARY STRUCTURE
MH
EXISTING POTOMAC
INTERCEPTOR
REMOVE UTILITY LINE
10105
S
ARLINGTON COUNTY WATER
WASHINGTON AQUEDUCT
PROP. VALVE
PROP. FIRE HYDRANT
PROP. REDUCER
PROP. TEE
PROP. 11.25° BEND
PROP.22.5° BEND
PROP.45° BEND
PROP.90° BEND
PROP. BLOW OFF VALVE ASSEMBLY
PROP. CAP
REMOVE VALVE BOX
UGT
UGE
FO
SAN
CATV
CC
UGE
PROP. DOMINION ENERGY VIRGINIA
DUCT BANK
PROP. VERIZON COMMUNICATION
DUCT BANK
PROP. COMCAST CABLE DUCT
BANK
PROP. FIBERLIGHT DUCT BANK
PROP. JONES DUCT BANK
PROPOSED MCI DUCT BANK
PROPOSED ARLINGTON COUNTY
FIBER DUCTBANK
PROP. USAF 844 FIBER
PROP. VDOT COMM DUCT BANK
PROP. VDOT ELECTRIC
PROP. LUMEN COMM
PROP. 6' x 12' x 6' MANHOLE
PROP. 36"X24"X36" HANDHOLE
WASHINGTON GAS
CATV
USAF
VZN VZN
JUC
MCI
ACF
EXIST. 395 EXPRESS LANE FIBER OPTIC
EXIST. UNDERGROUND ELECTRIC LINE
EXIST. UNDERGROUND
TELECOMMUNICATION LINE
EXIST. UNDERGROUND FIBER OPTIC LINE
EXIST. UNDERGROUND ARLINGTON
COUNTY FIBER OPTIC LINE
EXIST. UNDERGROUND CABLE LINE
EXIST. SANITARY SEWER LINE
EX. GAS LINE
L3
VEL
VC
12''G
FBL
GAS
E A S T E
D
E R A L
L A N
D S
H
I G
H W
A Y
D
I V I S I O
N
F e d e r a l
H i g h w a y
A d m i n i s t r a t i o n
U S
D e p a r t m e n t o f
T r a n s p o r t a t i o n
R I D
G E T O
P
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A R
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N
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TO
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N
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IN
IA
SHEET
Se al
D A
TE
A
PR
IL
3, SC
A
LE
H O
R
V
ER
T.
D
ES
IG
N
ED
D
R A
W N
C
H
EC
K
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M
IS
S
UT
IL
IT
Y
TR
AN
SM
IT
TA
L
Se al
07/12/2021
M A
T C
H L
I N
E
S
E
K
NOTES:
1. EX. JUNCTION STRUCTURE #38 (42132) TO BE MODIFIED.
SEE DETAIL ON SHEET 2H.
2. EX. MH 11862 TO BE REPLACED WITH NEW T-MH (TYPE 1).
3. EX. JUNCTION STRUCTURE #11486 TO BE MODIFIED SO
THAT ONLY THE PENTAGON FORCE MAIN FLOWS
THROUGH. FILL EX. 36" PIPES IN STRUCTURE 11486 WITH
CONCRETE AND CONSTRUCT BENCH AND BRICK SHELF.
4. SEE SHEET 23(2) FOR SANITARY PROFILE
1" =2
5' N
/A A
R B
A R
B M
R A
SA
N
IT
A
R Y
P
LA
N
16K
SO
U
TH
G
A
TE
S
EW
ER
: S
TA
. 1
9+
-1 9+
EX
. P O
TO
M
A C
IN
TE
R C
EP
TO
0+00 1+00 2+00 3+00 4+00
FUTURE GRADE
EXISTING
GRADE
SEE SHEET 18K SEE SHEET 19K
4+00 5+00 6+00 7+00 8+00 8+25
EXISTING
GRADE
FUTURE
GRADE
INTERIOR
DROP CONNECTION
TO MH 4
SEE DETAIL ON 2H
SEE SHEET 19K
E A S T E
D
E R A L
L A N
D S
H
I G
H W
A Y
D
I V I S I O
N
F e d e r a l
H i g h w a y
A d m i n i s t r a t i o n
U S
D e p a r t m e n t o f
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07/12/2021
M A
T C
H L
I N
E
S
E
E T
SANITARY PROFILE -
AIR FORCE MEMORIAL
(PRIVATE)
1" =2
5' 1"
=5
A R
B A
R B
M R
A
SA
N
IT
A
R Y
P R
O
FI
LE
23(3)
A
IR
F O
R C
E M
EM
O
R
IA
L
SE
W
ER
: S
TA
. 0 +0
TO
S
TA
. 8 +0
NOTES:
1. SEE SHEET 2H FOR SEWER MH DETAILS.
2. THE SANITARY PROFILE FOR THE AIR FORCE
MEMORIAL IS PRIVATELY OWNED AND MAINTAINED.
3. SANITARY SEWER INSTALLATION SHALL BE IN
ACCORDANCE TO THE SUGGESTED SEQUENCE OF
CONSTRUCTION SHEETS.
M A
T C
H L
I N
E
S
E
E T
SANITARY PROFILE - AIR
FORCE MEMORIAL
(PRIVATE)
P6
P6
P6
0+00 1+00 1+25
FUTURE GRADE
EXISTING
GRADE
0+00 0+60
0+00 0+25
INTERIOR DROP
CONNECTION
SEE DETAIL
ON SHEET 2H
0+00 0+55
FUTURE
GRADE
EXISTING
GRADE
SEE SHEET 9K
0+00 0+80
EXISTING GRADE
FUTURE
GRADE
SEE SHEET 9K
INTERIOR DROP
CONNECTION
SEE DETAIL ON 2H
0+00 1+00 1+40
PROPOSED
GRADE
EXISTING
GRADE
SEE SHEET 17K
INTERIOR DROP
CONNECTION
SEE DETAIL ON 2H
E A
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