va-7king street henry g shirleymemorial highway i-395 … · 2020. 5. 29. · 6. top of pavement...

KING STREET

VA-7

SEMINARY ROADHENR

Y G SH

IRLE

Y

MEMO

RIAL

HIG

HWAY

I-395

VAN

DO

RN

STR

EET

VA-4

01

DUKE STREETVA-236

CAPITAL B

ELTWAY I-4

95

EISENHOWERAVENUE

MILL ROAD

HOLLAND ROAD

HOOFF'S RUN DRIVETELEGRAPHROAD VA-611

PROJECT SITE

VA-420

B-2

B-3

B-4

B-5

B-6

B-7

B-8

B-9

B-10

B-11

B-12

B-13

B-14

B-15

B-16

SD

SD

SD

10174° TWIST

10230° TWIST

10330° TWIST

10413° TWIST

105-17° TWIST

MATCHLINE

XX-102

MATCHLINE

XX-101

MAT

CHLI

NE X

X-10

3M

ATCH

LINE

XX-

102

MAT

CH

LIN

E XX

-104

MAT

CH

LIN

E XX

-103

MAT

CH

LIN

E XX

-105

MAT

CH

LIN

E XX

-104

ALEXRENEW

PRCARLYLE

LLC

CARLYLEPLAZA LLC

PERPETUALREALTY EAST LLC

CITY OFALEXANDRIADETENTION

CENTER

H

O

O

FF

'S

R

U

N

O

L

D

C

A

M

E

R

O

N

R

U

N

I-495 CAPITALBELTWAY

LIMERICK ST

HO

OFF

'S R

UN

DR

SOUT

H PA

YNE

ST

ALEXRENEW

MATCHLINE XX-103BMATCHLINE XX-103

103B30° TWIST

0 100' 200'50'

SCALE: 1"=100'

E

LOD/TP

LOD/TP

LOD/T

P

LOD/TP LOD/TP LOD/TP LOD/TPCTVCTV

LOD/TP

LOD/TP

LOD/TP LOD/TP LOD/TP LOD/TP LOD/TP

LOD/TP

LOD/TP CTVCTVCTVCTVCTVCTV

CTVCTV LOD

/TP

E

EE EE

W W W W W WCTV CTV CTV CTV CTV CTV

UGT UGT UGT UGT UGT

TV

TV

TVTV

TV

TV

TV

TV

TV TVTV TV TV TV

TV

TVTV

TV

TVTV TV TV TV TV TV

TV

CATV D

EP

CATV D

EP

E

E

E

METER METER

FPFP

FP

FP

FP FP FPFP FP

FPFP FP

FP

FP

FP

FP

FP

B-11B-12B-13

B-14

B-15

B-16

SYMBOL DESCRIPTION

FIRST LIGHT TECHNOLOGY IPL SERIES SOLAR, TYPE 3 LIGHT DISTRIBUTION WITH 12` TALL POLE AND HELICAL SCREWFOOTING. COLOR TEMPERATURE 2700K. SEE LIGHTING DETAILSFOR TYPICAL PHOTOMETRIC STUDIES, CUT SHEETS, CONTROLOPTIONS, & SECTIONS.

SYMBOL DESCRIPTION

POROUS CONCRETE OR POROUS ASPHALT. SEE TYPICAL SECTION CS-301 AND CW SHEETS.

VDOT STANDARD CONCRETE RAMP

VDOT STANDARD DETECTABLE WARNING SURFACE

VDOT STANDARD CONCRETE CURB/GUTTER

MATERIALS SCHEDULE CS-101

CONSTRUCTION NOTES: SEE GI-002 FOR GENERAL PROJECTNOTES. SEE GI-005 FOR ADDITIONAL DEMOLITION NOTES.

LOD/TP

CTVUGT

W WE E

OHTOHE OHE

FOKEY PLAN

SCALE: 1 : 1,000

1

23

54

3B

0 20' 40'10'

SCALE: 1"=20'

RIGHT-OF-WAY/EASEMENT/PROPERTY LINE NOTE:LABELS FOR THESE LINES ARE NOT SHOWN ON THIS SHEETFOR GRAPHIC CLARITY. SEE VF-101 FOR LINE LABELS.

LOD/TP

LOD/TPLOD/TP

LOD/TP LOD/TPLOD/TP

LOD/TP

LOD/TP

LOD/TPLOD/TP

LOD/TPLOD/TP

LOD/TP

LOD/TP

LOD/TP

LOD/TP

CTVCTVCTVCTV

CTV

CTVCTV

LOD

/TP

UG

T

LOD/TP LOD/TP LOD/TPLOD/TP

TV

TV

TVTV TV

TV TV TV TV

TVTV

TVTV

TV

TV

TV

CATV

DEP

E

FPFP

FP

FP

FP

FP

FP FPFP

FP FPFP FP

FP FPFP F

PFP

FP

FP FP

FPFP

B-4B-5

B-6

B-7B-8B-9

B-10

SYMBOL DESCRIPTION


SYMBOL DESCRIPTION




LOD/TP

CTVUGT

W WE E

0 20' 40'10'

SCALE: 1"=20'

KEY PLANSCALE: 1 : 1,000

1

23

54

3B


LOD/TP

LOD/TP

LOD/TP

LOD/TP

LOD/TP

LOD/TP

LOD/TP

LOD/TP

LOD/TP

LOD/TP

LOD/TP

15.97 FG

1.8%

15.89 FGLOD/TP

LOD/TP

11.33FG/EX

4.8%

16.08 FG

21.08

FG20

.89 FG

4.7%

CTV

OH

TO

HT

OH

TO

HT

OH

TO

HT

OH

T

OHT

OHT

OHT

OH

EO

HE

OH

EO

HE

OH

EO

HE

OH

E

OHE

OHE

OHE

OHE

LOD/TP

SD

SDSD

FO

FO

FO

FO

FO

FO

°

TV

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FPFP

FP

FPFP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP FP

FP

B-2

B-3

BRIDGE CONCRETE DECK. SEE SD SHEETS.

PEDESTAL FOR 10` LIGHT POLE ON SIDE OF BRDGE

VDOT STANDARD CONCRETE CURB/GUTTER

FULL DEPTH ASPHALT PER CITY OF ALEXANDRIA OR ALEX RENEW STANDARD


LOD/TP CTVUGT

W WE E

OHTOHE OHE

FO

SYMBOL DESCRIPTION


PROPOSED DISTRIBUTION POWER POLE (CONCEPT LAYOUT - FINAL DESIGN BY VIRGINIA DOMINION POWER)

SOLAR-POWERED LED LIGHT POLE ON BRIDGE, 10` HEIGHT, SPACED APPROXIMATELY 50` O.C.

SYMBOL DESCRIPTION


VDOT STANDARD ASPHALT MILL/OVERLAY OR OVERLAY ATOP EXISTING ASPHALT



1

23

54

3B

0 20' 40'10'

SCALE: 1"=20'


CONSTRUCTION NOTE: SEE CS-103B FOR VERTICAL PROFILE.

DESCRIPTION DETAIL


DESCRIPTION DETAIL



SEE GI-002 FOR GENERAL PROJECTNOTES. SEE GI-005 FOR ADDITIONAL DEMOLITION NOTES.

LOD/TP

LOD/TP

LOD/TP

LOD/TP

LOD/TP

LOD/TP

LOD/TP

FO

FO

FO

FO

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FPFP

FPFP

FP

FP

FP

FP

FP

FPFP FP FP

FP

SYMBOL DESCRIPTION


MATERIALS SCHEDULE CS-103B


LOD/TP


1

23

54

3B

0 20' 40'10'

SCALE: 1"=20'

RIGHT-OF-WAY/EASEMENT/PROPERTY LINE NOTE:LABELS FOR THESE LINES ARE NOT SHOWN ON THIS SHEETFOR GRAPHIC CLARITY. SEE VF-103B FOR LINE LABELS.

FOFO

FO

FOFO F

O FO FO

FOFO FO FO

FOFO

FO

FOFO FO

FO FOFO

FO FO FO

FP FP FP FP FP FP

FP FP FP FPFP

FP FP FP FP FP FPFP FP FP FP FP FP FP

SYMBOL DESCRIPTION


SYMBOL DESCRIPTION




LOD/TP

0 20' 40'10'

SCALE: 1"=20'


1

23

54

3B


SYMBOL DESCRIPTION DETAIL


SYMBOL DESCRIPTION DETAIL


VDOT STANDARD CONCRETE RAMP

VDOT STANDARD DETECTABLE WARNING SURFACE



°

FP

FP

FP

FP

FP

FP

FP

FP

LOD/TP


1

23

54

3B

0 20' 40'10'

SCALE: 1"=20'


NOTES:1. SHARED-USE PATH SHALL COMPLY WITH VDOT ROAD DESIGN

MANUAL (LATEST EDITION) AND AASHTO GUIDE FOR THEDEVELOPMENT OF BICYCLE FACILITIES (LATEST EDITION).

2. TRAIL CONSTRUCTION BASELINE SHALL MATCH PROPOSEDPROFILE GRADE.

3. REFER TO PLANS FOR DEVIATIONS IN TRAIL ASSEMBLY.4. PROVIDE A 10' TALL VERTICAL CLEARANCE FROM ANY

OVERHEAD OBSTRUCTIONS (I.E., TREE LIMBS).

3'-0" MIN.6'-0" MAX.

UPCOMPACTED SUBGRADE PERINFILTRATION REQUIREMENTS. INSTALLGEOGRID PER GEOTECHNICALENGINEER RECOMMENDATIONS.

CLEAN WASHED & OPEN GRADED RESERVOIRBASE COURSE, AASHTO #57 OR APPROVED EQUAL

PERVIOUS PORTLAND CEMENT CONCRETE

6"

NOTES:1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH VDOT'S LATEST STANDARDS FOR

POROUS PORTLAND CEMENT CONCRETE/POROUS ASPHALT PAVEMENT.2. AGGREGATE LAYERS SHALL MEET CURRENT APPROVED VDOT SPECIFICATION FOR

AGGREGATES FOR PERMEABLE PAVEMENT.3. WHERE IN-SITU SOILS ARE NOT CONDUCIVE TO INFILTRATON OF 1.2" RETENTION

VOLUME WTHIN 72 HOURS, UNDERDRAIN SHALL BE USED.4. AGGREGATE DEPTH SHALL BE EQUAL TO OR GREATER THAN STORAGE VOLUMES

REQUIRED ON CW SHEETS.5. BOTTOM OF PERMEABLE PAVEMENT SHALL BE AT LEAST 2' ABOVE THE SEASONAL HIGH

WATER TABLE OR BEDROCK.6. TOP OF PAVEMENT SHALL PROVDE 1% MINIMUM SLOPE N ANY DIRECTION.7. PROVIDE CONTROL AND EXPANSION JOINTS IN ACCORDANCE WITH VDOT STANDARDS.8. PERVIOUS CONCRETE CONSTRUCTION MUST BE PERFORMED BY NATIONAL READY

MIXED ASSOCIATION CERTIFIED PERVIOUS CONCRETE INSTALLER. ALL CONSTRUCTIONMUST BE DONE PER ACI 522.13.

GEOGRID PER GEOTECHNICALENGINEER RECOMMENDATIONS.

2"4" TOPSOIL BACKFILLON SHOULDERS

4"

POROUS CONCRETE TYPICAL SECTION

1.5% MAX. CROSS SLOPE5% MAX. LONGITUDINAL SLOPE

℄

℄

1'-0"

3"

POROUS ASPHALT TYPICAL SECTION

1.5% MAX. CROSS SLOPE5% MAX. LONGITUDINAL SLOPE

℄

℄UPCOMPACTED SUBGRADE PERINFILTRATION REQUIREMENTS. INSTALLGEOGRID PER GEOTECHNICALENGINEER RECOMMENDATIONS.

112" POROUS ASPHALT SURFACE COURSE (HMA 12.5MM)OVER 3" POROUS ASPHALT BASE COURSE (HMA 25MM)

6"

GEOGRID PER GEOTECHNICALENGINEER RECOMMENDATIONS.

2"4" TOPSOIL BACKFILLON SHOULDERS

412"

4" SCHEDULE 40 PERFORATED PVC UNDERDRAIN. 38"HOLES 4" O.C., 90° AROUND PIPE. WRAPPED INGEOTECHNICAL FABRIC, SEE UTILITY PLANS AND DETAILS

1'-0"

3"

3:1

0% CROSS SLOPE

3:1

5% MIN, 3:1 MAXTIE-OUT TO EXISTING

10'-0" SHARED USE PATH (POROUS CONCRETE OR POROUS ASPHALT)

℄

℄

1.5% MAX. CROSS SLOPE

2'-0" CLEARZONE/SHOULDER

2'-0" CLEARZONE/SHOULDER2'-0" SWALE SIDE SLOPE4'-0" SWALE BOTTOM2'-0" SWALE SIDE SLOPE

5% TO6:1% MAX

.

4'-0

" MIN

. 5'-0

" MAX

.

5% TO6:1% MAX. 5% MIN, 3:1 MAXTIE-OUT TO EXISTING

TYPICAL SECTION B:APPROX. STA. 21+75.00 TO STA. 24+07.26


℄

℄


CLEAR ZONE/SHOULDER (WIDTH VARIES) 2'-0" CLEARZONE/SHOULDER

5% TO6:1% MAX.

TYPICAL SECTION A:APPROX. STA. 20+80.65 TO STA. 21+75.00

EXISTING ROADWAY TO REMAIN


℄

℄



5% TO6:1% MAX.3:1 MAX TIE-OUTTO EXISTING

TYPICAL SECTION D:APPROX. STA. 30+23.89 TO STA. 35+96.56


3:1 MAX TIE-OUTTO EXISTING

1.5% TO 5% CROSS SLOPE

3:1 MAX TIE-OUTTO EXISTING

5% TO6:1% MAX.

EXISTING GRADE (VARIES)



4" TOPSOIL TYP TO MATCHEXISTING CONDITIONS



OCRT TYPICAL SECTIONS1" = 1'-0"

8"

CLASS SE PERMEABLE NON-WOVENGEOTEXTILE FABRIC, SUCH AS MIRAFI 140NOR APPROVED EQUAL. OVERLAP 12" MINOVER DOWNWARD PIECE. SIDES ONLY.

8"

4" SCHEDULE 40 PERFORATEDPVC UNDERDRAIN. 38" HOLES 4"O.C., 90° AROUND PIPE.WRAPPED IN GEOTECHNICALFABRIC, SEE UTILITY PLANSAND DETAILS

CLASS SE PERMEABLE NON-WOVENGEOTEXTILE FABRIC, SUCH AS MIRAFI 140NOR APPROVED EQUAL. OVERLAP 12" MINOVER DOWNWARD PIECE. SIDES ONLY.

CLEAN WASHED & OPEN GRADED RESERVOIRBASE COURSE, AASHTO #57 OR APPROVED EQUAL

1033301-03

Edge of stream

Constr. C of trail

Edge of stream

&

EL

EV

ATIO

N

GE

NE

RA

L

PL

AN

SD-501

PLAN

GENERAL NOTES:

1"=20’

o

S 48-57’-05" W

312’-10"

312’-10"

(Ty

p.)

7’-

0"

(Ty

p.)

1’-

0"

RECOMMENDED CONSTRUCTION PROCEDURE

ABUTMENT A ABUTMENT B

ABUTMENT BABUTMENT A

DEVELOPED SECTION ALONG CL

elev. XX.XX

Ordinary high water

Sta. 35+96.51

End of slab

Beginning of bridge

Span a

155’-0" 155’-0"

Span b

PIER 1

Fix. Fix.

Exp.

Exp.

and C OCRT-30

Existing profile on B

Span a Span b

8’-0" typ.

Fill

FOR CONSTRUCTION OF BRIDGE

THESE PLANS NOT TO BE USED

PRELIMINARY PLANS

the site.

maintain the required clearance from the overhead utility lines that cross

At all steps in the process, all personnel, equipment and materials must

Stabilize the site and remove environmental remediation measures.15.

Construct the approach pathway.14.

Place deck reinforcement and pour the concrete for the deck.12.

Install truss segments per the specifications of the fabricator.11.

Set the truss bearings per the specifications of the fabricator.10

Backfill at all substructure units.9.

Pour the concrete for the abutment/pier stems.8.

the plans and place formwork.

Place abutment/pier stem reinforcement as indicated on7.

Pour the concrete for the footing. 6.

and place formwork.

Place footing reinforcement as indicated on the plans5.

at the locations indicated on the plans.

Install helical piles per the specifications of the fabricator4.

Dewater excavated locations (repeat as necessary).3.

at each substructure unit.

Excavate to the bottom of the footing elevation2.

Place environmental remediation measures.1.

Sta. 35+96.51

End of slab

Beginning of bridge

Sta. 39+09.34

End of slab

End of bridge

Sta. 39+09.34

End of slab

End of bridge

Sta. 35+97.51

of bearing

Line thru center

Sta. 39+08.34

of bearing

Line thru center

o

90 typ.

CAMER

ON

RUN

HO

OF’S

RU

N Retaining wall

B.M.: see roadway plans.

on geotechnical recommendations.

Assumed foundation is helical piles, which is subject to change based

Geotechnical report has not been provided at time of this report.

and construction tolerances.

bars except where otherwise noted and are subject to fabrication

reinforcing bar dimensions on the detailed drawings are to centers of

Deformed reinforcing bars shall conform to ASTM A615, Grade 60. All

Concrete in substructure: pier, abutments, and wingwalls shall be class A3.

Finish paint color shall be _______, 595-_______.

documents.

specifications and special provisions included in the contract

These plans are incomplete unless accompanied by the supplemental

Bridge Standards, 2016; including all current revisions.

Virginia Department of Transportation Road andStandards:

Bridges, 2nd edition, 2009 and VDOT modifications.

LRFD Guide Specifications for Design of Pedestrian

2017 and VDOT modifications.

AASHTO LRFD Bridge Design Specifications, 8th edition,Design:

Specifications, 2016.

Construction: Virginia Department of Transportation Road and Bridge

Specifications:

Drainage Area: 2.80 sq. mi.

Capacity: H-10, and pedestrian loading.

Span layout: 155’-155’ two simple spans

Width: 14’-0" face-to-face of railing.

full extent of the applicable laws.

scanned signatures is illegal. Violators will be prosecuted to the

the VDOT Central Office. Any misuse of electronic files, including

The original approved sheet, including original signatures, is filed in

1.90%

Fill

Finish grade

Finish grade

SCALE:

SHEET

DE

SIG

NE

D

BY:

DR

AW

N

BY:

CIT

Y

OF

ALE

XA

ND

RIA,

VIR

GINIA

DA

TE:

DA

TE:

CH

EC

KE

D

BY:

DA

TE:

ALE

XA

ND

RIA,

VIR

GINIA 22313

301

KIN

G

ST

RE

ET

DE

PA

RT

ME

NT

OF

PR

OJE

CT IM

PLE

ME

NT

ATIO

N

DE

SC

RIP

TIO

NB

YD

AT

E

RE

VISIO

NS

AP

PR

OV

ED

BY:

DA

TE:

ALE

XA

ND

RIA

PR

OJE

CT

NO.:

DA

TE

OF

PL

AN IS

SU

AN

CE:

CO

NS

ULT

AN

T

PR

OJE

CT ID.:

TS

&

L

DE

SIG

N

SU

BMIT

TA

LP

ROJE

CT

NA

ME:

OL

D

CA

ME

RO

N

RU

N

TR

AIL

AM

T-

AM

T-

AM

T-

AM

T-

17-

0920

FE

B.

2019

16-

019

1-800-552-7001

DIAL 811 IN VIRGINIA OR

CALL BEFORE YOU DIG.

KNOW WHAT’S BELOW.

TY

PIC

AL

SE

CTIO

NS

SD-502

"=1’-0"21

1

4

1

4

Top of grade

Face of backwall

Top of seatTop of grade

Geocomposite wall drainGeocomposite wall drain

1’-3’’1’-9’’

4’-

1’’

3’-

0’’

Appro

x.

3’-0’’

6’-0’’

6’’

3’-

0’’

4’-0’’

4’-0’’

7’-0’’

11’-

0"

Appro

x.

1’-3’’1’-9’’

4’-

1’’

3’-

0’’

Appro

x.

3’-0’’

6’-0’’

6’’

1’-6’’ 1’-6’’ 1’-6’’ 1’-6’’ 1’-6’’ 1’-6’’

14’-0’’

3’-

6’’

6’’

3’-

11’’

Varie

s 2’-

0" to 9’-

0"

Varie

s 5’-

11" to 12’-

11"

Brace diagonalFloor beam

TRANSVERSE SECTION

ABUTMENT B TYPICAL SECTIONABUTMENT A TYPICAL SECTION

C PierL

L

10" 10"

2’-0’’

L

Face of curb

7’-0’’

Level

Face of backwall

3’-

0’’

3’-

0’’

L

L

L

PIER 1 TYPICAL SECTION

of bearings

Line thru center

of bearings

Line thru center

B and C OCRT-30

7’-0’’

Top chord typ.

Face of curb

Brace diagonal typ.Vertical typ.

Rub rail typ.

Safety rail typ.

Toe rail typ.

Side dam typ.

Bottom chord typ.

FOR CONSTRUCTION OF BRIDGE

THESE PLANS NOT TO BE USED

PRELIMINARY PLANS

typ.

ty

p.

1’-

0’’

C Helical pile typ.

C Helical pile typ.

ty

p.

1’-

0’’

C Helical pile typ.

ty

p.

1’-

0’’

Concrete deck

Formdeck

finished grade

Point of

SCALE:

SHEET

DE

SIG

NE

D

BY:

DR

AW

N

BY:

CIT

Y

OF

ALE

XA

ND

RIA,

VIR

GINIA

DA

TE:

DA

TE:

CH

EC

KE

D

BY:

DA

TE:

ALE

XA

ND

RIA,

VIR

GINIA 22313

301

KIN

G

ST

RE

ET

DE

PA

RT

ME

NT

OF

PR

OJE

CT IM

PLE

ME

NT

ATIO

N

DE

SC

RIP

TIO

NB

YD

AT

E

RE

VISIO

NS

AP

PR

OV

ED

BY:

DA

TE:

ALE

XA

ND

RIA

PR

OJE

CT

NO.:

DA

TE

OF

PL

AN IS

SU

AN

CE:

CO

NS

ULT

AN

T

PR

OJE

CT ID.:

TS

&

L

DE

SIG

N

SU

BMIT

TA

LP

ROJE

CT

NA

ME:

OL

D

CA

ME

RO

N

RU

N

TR

AIL

AM

T-

AM

T-

AM

T-

AM

T-

17-

0920

FE

B.

2019

16-

019

1-800-552-7001

DIAL 811 IN VIRGINIA OR

CALL BEFORE YOU DIG.

KNOW WHAT’S BELOW.

01 GI-00107 GI-0072020-05-29 30% OCRT Plans 2 CS-101 to CB-503.pdf23 CS-10124 CS-10225 CS-10326 CS-103B27 CS-10428 CS-10567 CS-30173 SD-50174 SD-50281 CS-503

va-7king street henry g shirleymemorial highway i-395 … · 2020. 5. 29. · 6. top of pavement...

Documents