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EXIST GRADE
31ST STREET S - CONSTRUCTION BASELINE
15 "
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ELE
V.
90
95
100
105
110
115
120
125
130
135
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100
105
110
115
120
125
130
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Indi
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332 9 8
31ST STREET S - CONSTRUCTION BASELINE
LIMIT OF WORK
46.6
'
6B
2Z
2Z
2Z
P1
S
EOP - 31ST STREET S
34
34
TH#5
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REMOVE & REPLACE EXISTING INLET TOP WITHPROP INLET TOP PER ARL STD ( D-1.1 , D-1.2 ).MATCH EXISTING THROAT LENGTH.
PROP 6' WIDE SIDEWALK ARL STD ( R-2.0 ).
MEET & MATCH EXISTING CURB & GUTTER WITHPROP CURB & GUTTER FLUSH AND ON GRADE.
ADJUST EXISTING UNDERGROUND UTILITY BOXCOVER TO PROP GRADE.33
6
REMOVE EXISTING CONCRETE PAD, EXISTINGBENCH, AND EXISTING TRASH CAN.32
ADJUST EXISTING SANITARY SEWERMANHOLE COVERS TO PROP GRADE.18
CONSTRUCTION NOTES
PROP CURB AND GUTTER ( C-2 )ARL STD ( R-2.0 ).
MEET & MATCH EXISTING SIDEWALK WITHPROP SIDEWALK FLUSH AND ON GRADE.
2
2D
13
EXISTING UTILITY POLE TO REMAIN IN PLACE.
EXISTING LIGHT POLE TO REMAIN IN PLACE.
TREE TO BE REMOVED.
MILL EXISTING ASPHALT DOWN 2 INCHES OVER EXTENT SHOWN.APPLY TACK COAT OVER WHOLE EXTENT.OVERLAY WITH VDOT BM-25A AND SM 9.5A.REFER TO CROSS SECTIONS & TYPICAL SECTIONS FORVARYING THICKNESS.
MILL & OVERLAY 2" THICK VDOT SM-9.5AASPHALT SURFACE.8
9
REMOVE EXISTING INLET AND REPLACE WITHPROP CAST-IN-PLACE CATCH BASIN ARL STD ( D-1.4 ).REFER TO SCHEDULE ON SHEET 13 FOR THROAT LENGTH.
6B
SEE "UTILITY POLE AND SIDEWALK DETAIL"ON SHEET 3.2Z
MULTI-SPACE METER PAY STATIONS WILL BE INSTALLED BYTE&O ONCE CONSTRUCTION IS COMPLETE.TE&O TO PROVIDE LOCATIONS FOR ANTICIPATEDMULTI-SPACE METERS.
34
12
1
2A
PLAN
&
PRO
FILE 1
31ST
STR
EET
S
31ST STREET S- Z273
S W
OO
DRO
W S
T TO
S R
ANDO
LPH
STZ2
73
V. ROLLAMASV. ROLLAMASG. SQUARCIAFICO
5334
13 of 26
PRO
JECT N
AM
E AN
D LO
CATIO
N
SHEET
PLOTTED BY:
FILENAME:
SCALE
PATH:
SEAL
FACILITIES & ENGINEERING DIVISION
ENGINEERING BUREAU
2100 CLARENDON BOULEVARD, SUITE 813
ARLINGTON, VA 22201
PHONE: 703.228.3629
FAX: 703.228.3606
DEPARTMENT OF
ENVIRONMENTAL SERVICES
COPYRIGHT © 2016 ARLINGTON COUNTY VIRGINIA - ALL
RIGHTS RESERVED
REVISIONS DATE
PLOTTED:
MISS UTILITY TRANSMITTAL #:
Copyright © 2016 Arlington County Virginia - All Rights Reserved
Revised: 01/21/2016
DESIGNED:
DRAWN:
CHECKED:
Z273-230-PLAN_PROFILE.DWG
Q:\DATA\Z273\DESIGN\CAD\ACTIVE
VROLLAMAS
JANUARY 18 2019
11/09/2018
HORIZ: SCALE: 1" = 25'
2525 0
VERT: SCALE: 1" = 5'
55 0
STAT
ION
5+0
0 =
MAT
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NE
- SEE
SHE
ET 1
4 O
F 26
INLET SCHEDULE
ID TYPETHROAT
LENGTH (FT) TOP WIDTH (FT)
CB-2BP116 FT LONG6 FT WIDE
P216 FT LONG4 FT WIDE
CB-2B
21679
21605
MATCHEXISTING
MATCHEXISTING
CB-2
CB-2
EXIST GRADE
31ST STREET S - CONSTRUCTION BASELINE
15 "
RCP
CRO
SSIN
GAP
PRO
X. E
LEV.
UGT
CRO
SSIN
GAP
PRO
X. E
LEV.
15 "
RCP
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GAP
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15 "
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GAP
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GAP
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℄ 31st Street
PI = 36+39.37
R = 603.63'
L = 208.37'
T = 105.23'
Δ = 19°46'40"
℄ 31st Street
PI = 34+54.44
R = 3373.45'
L = 159.43'
T = 79.73'
Δ = 2°42'28"
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31ST STREET S
6
1A 2D
12 32 12
33 3313
181 2 8
LIMIT OF WORK
31ST STREET S - CONSTRUCTION BASELINE
35.9
'
6B
2Z 2Z
P2
S
S
S
S
S
S
S
S
14391
2Z13EOP - 31ST STREET S349
TH#1 TH#2TH#3
TH#6
18
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6 7 89
95 6 7 8
9
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REMOVE & REPLACE EXISTING INLET TOP WITHPROP INLET TOP PER ARL STD ( D-1.1 , D-1.2 ).MATCH EXISTING THROAT LENGTH.
PROP 6' WIDE SIDEWALK ARL STD ( R-2.0 ).
MEET & MATCH EXISTING CURB & GUTTER WITHPROP CURB & GUTTER FLUSH AND ON GRADE.
ADJUST EXISTING UNDERGROUND UTILITY BOXCOVER TO PROP GRADE.33
6
REMOVE EXISTING CONCRETE PAD, EXISTINGBENCH, AND EXISTING TRASH CAN.32
ADJUST EXISTING SANITARY SEWERMANHOLE COVERS TO PROP GRADE.18
CONSTRUCTION NOTES
PROP CURB AND GUTTER ( C-2 )ARL STD ( R-2.0 ).
MEET & MATCH EXISTING SIDEWALK WITHPROP SIDEWALK FLUSH AND ON GRADE.
2
2D
13
EXISTING UTILITY POLE TO REMAIN IN PLACE.
EXISTING LIGHT POLE TO REMAIN IN PLACE.
TREE TO BE REMOVED.
MILL EXISTING ASPHALT DOWN 2 INCHES OVER EXTENT SHOWN.APPLY TACK COAT OVER WHOLE EXTENT.OVERLAY WITH VDOT BM-25A AND SM 9.5A.REFER TO CROSS SECTIONS & TYPICAL SECTIONS FORVARYING THICKNESS.
MILL & OVERLAY 2" THICK VDOT SM-9.5AASPHALT SURFACE.8
9
REMOVE EXISTING INLET AND REPLACE WITHPROP CAST-IN-PLACE CATCH BASIN ARL STD ( D-1.4 ).REFER TO SCHEDULE ON SHEET 13 FOR THROAT LENGTH.
6B
SEE "UTILITY POLE AND SIDEWALK DETAIL"ON SHEET 3.2Z
MULTI-SPACE METER PAY STATIONS WILL BE INSTALLED BYTE&O ONCE CONSTRUCTION IS COMPLETE.TE&O TO PROVIDE LOCATIONS FOR ANTICIPATEDMULTI-SPACE METERS.
34
12
1
2A
PLAN
&
PRO
FILE 2
31ST
STR
EET
S
31ST STREET S- Z273
S W
OO
DRO
W S
T TO
S R
ANDO
LPH
STZ2
73
V. ROLLAMASV. ROLLAMASG. SQUARCIAFICO
5334
14 of 26
PRO
JECT N
AM
E AN
D LO
CATIO
N
SHEET
PLOTTED BY:
FILENAME:
SCALE
PATH:
SEAL
FACILITIES & ENGINEERING DIVISION
ENGINEERING BUREAU
2100 CLARENDON BOULEVARD, SUITE 813
ARLINGTON, VA 22201
PHONE: 703.228.3629
FAX: 703.228.3606
DEPARTMENT OF
ENVIRONMENTAL SERVICES
COPYRIGHT © 2016 ARLINGTON COUNTY VIRGINIA - ALL
RIGHTS RESERVED
REVISIONS DATE
PLOTTED:
MISS UTILITY TRANSMITTAL #:
Copyright © 2016 Arlington County Virginia - All Rights Reserved
Revised: 01/21/2016
DESIGNED:
DRAWN:
CHECKED:
Z273-230-PLAN_PROFILE.DWG
Q:\DATA\Z273\DESIGN\CAD\ACTIVE
VROLLAMAS
JANUARY 18 2019
11/09/2018
STAT
ION
5+0
0 =
MAT
CHLI
NE
- SEE
SHE
ET 1
3 O
F 26
HORIZ: SCALE: 1" = 25'
2525 0
VERT: SCALE: 1" = 5'
55 0
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