INDEX OF SHEETS · Sheet 14(1): Updated General Notes to reflect revisions to Sheet 14(3) and current VDOT Standard Sheets. Sheet 4: Added entrance call outs to two entrances along

ICHMONDR

VIRGINIA

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INDEX OF SHEETS

3

3A

4

4A

5

5A

5B

6

6A

7

7A

8

8A

9

9A

10

10A

14(1)

Sheet No.

Sheet No.

Sheet No.

Sheet No.

Sheet No.

Sheet No.

Sheet No.

Sheet No.

Sheet No.

Sheet No.

Sheet No.

Sheet No.

Sheet No.

Sheet No.

Sheet No.

Sheet No.

Sheet No.

Sheet No.

Sheet No.

Sheet No.

Sheet No.

Sheet No.

Title Sheet

Revision Data Sheet

1

1A

1C

1D

1E

2

2A

2B

Sheet No.

Sheet No.

Sheet No.

Sheet No.

Sheet No.

Sheet No.

Sheet No.

Sheet No.

Sheet No.

Sheet No.

Sheet No.

Sheet No.

Sheet No.

Sheet No.

Sheet No.

Sheet No.

Sheet No.

Sheet No.

Sheet No.

3B

Sheet No.

4B

Sheet No.

Sheet No.

Sheet No.

Sheet No.

Sheet No.

Sheet No.

1A

1G(1) - 1G(2)

Sheet No.

Sheet No.

Underground Utilitiy Test Hole Data Sheet

Survey Data Sheet

Typical Sections (Connections)

General Notes Sheet

Stormwater Management Detail

Manhole with Restrictor Plate Detail

Drainage Description Sheets

Sheet No.

Sheet No.

Sheet No.

2E(1) Stormsewer Profiles System 1

Sheet No.

Sheet No.

Sheet No.

Stormsewer Profiles System 2



2E(5)-2E(8)

2E(2)-2E(4)

2E(9)-2E(11)

2E(12) Stormsewer Profiles: Culverts East and West of CSX Rail Crossing

Radial Staking Details for Curb Returns

Underdrain Summary Sheet

Plan Sheet Station 18+00 to 22+00

Profile Sheet Station 18+00 to 22+00















Erosion and Sediment Control Plan

Entrance Profiles


Erosion and Sediment Control Plan5C

Entrance Profiles


6B

Entrance Profiles


7B

Entrance Profiles


8B

Entrance Profiles


9B

12

Sheet No.

Sheet No.

Sheet No.

Sheet No.

Entrance Profiles


10B

10C

12A

11Sheet No.

Sheet No.


Profile Sheet Station 71+00 to 78+0011A

Plan Sheet Station 78+00 to 82+64.90

Profile Sheet Station 78+00 to 82+64.90

13(1)-13(5)

13(6)-13(7)

13(8)

16(1)

14(2)Sheet No.

14(3)Sheet No.

14(4)Sheet No.

Traffic Signal Plans - Jahnke and Forest View School Drive - Quantity Summary Sheet

Sheet No. Landscape Plans

Sheet No.

Index of Sheets

2F(1)-2F(2)

2H

1F(1) - 1F(2)

R

2G

2J

Sheet No.

Sheet No.

Sheet No.

Grading Diagram and Summary

Sheet No.

Sheet No.

Sheet No.

Sheet No.

Sheet No. 15(25)

15(2)

15(1)

Utility Relocation Plans - Plan Sheets

Sheet No. 2E(13) Stormsewer Profiles System 5

Traffic Signal Plans - Jahnke and Forest View School Drive - General Notes

Traffic Signal Plans - Jahnke and Forest View School Drive - Sign Details

2K-2K(3)

16(2)-16(9)

Landscape Notes

Sheet No. 16(1A) Landscape Details and Summary

Jahnke Road Cross Sections

Oakhurst Lane Cross Sections

Forestview School Drive Cross Sections

Faye Street Cross Sections

Sheet No. 17(1) CSXT Crossing Plan

1J - 1J(21)

Radial Offsets Data Sheets

Pavement and Incidental Summary

Siging and Pavement Marking Sheets

Sign Schedules

Signing and Pavement Marking Notes, Legends and Summary

Traffic Signal Plans - Jahnke and Forest View School Drive - Signal Plan Sheet

Utility Relocation Plans - Notes, Legend & Sheet Index

Utility Relocation Plans - Notes & Detail Sheet

15(13)-15(24)

15(3)-15(12)

Sheet No. 15(1A)

MOT/Sequence of Construction

Alignment Data Sheets

Right of Way Data Sheets

Roadside Development Sheet

Sheet No. 13(9)-13(10) Sign Details

Utility Relocation Plans - Notes (Cont.)

Utility Relocation Plans - Quantity Summary

Utility Relocation Plans - Profile Sheets

Drainage Summary Sheets

R

ICHMONDR

VIRGINIAIMPROVEMENTS

JAHNKE ROAD INDEX OF SHEETS

$FIL

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Technical

Surveys Superintendent

Project Engineer

Maintenance Engineer

City Traffic Engineer

Administrative

Capital Project Administrator

Deputy Director for

Transportation / Public Works

Director of Public Works

DEPARTMENT OF PUBLIC WORKS

RICHMOND, VIRGINIA

CIP: 040-291-8949

CH2M HILL. INC.

CH2M HILL, INC.

CH2M HILL, INC.CHECKED BY:

DRAWN BY:

DESIGN BY: REVIEWED BY FIELD NOTES SCALE DATE

9/18/2018

DRAWING FILE NAME

D38633001A.dgn

DRAWING NO.

Typical Sections (Mainline)

97

96

94-95

93

91-92

90

88-89

86-87

85

84

83

82

81

79-80

77-78

1-76

Spruance Road North Cross Sections

Spruance Road South Cross Sections

Spruance Road South (2) Cross Sections

Byswick Drive Cross Sections

Leichester Road North Cross Sections

Leichester Road South Cross Sections

Boroughbridge Road Cross Sections

Blandy Avenue Cross Sections

Newell Road North Cross Sections

Newell Road South Cross Sections

Irby Drive North Cross Sections

Irby Drive South Cross Sections

Sheet No.

Sheet No.

Sheet No.

Sheet No.

Sheet No.

Sheet No.

Sheet No.

Sheet No.

Sheet No.

Sheet No.

Sheet No.

Sheet No.

Sheet No.

Sheet No.

Sheet No.

Sheet No.

Cross Sections2M Existing Tree Survey

Sheet No. 2M(1)-2M(3) SWPPP Sheets

Sheet No. 2N(1)-2N(9) Underdrain Plan Sheets

1B(1) - 1B(3)

2D(1)-2D(3)

2D(4)

2D(5)

Sheet No. 3A(1) Erosion and Sediment Control Notes

Sheet No. 2M(4) Pollution Prevention Plan Sheet

2L(1)

Sheet No. 2C Open Cut Trench Restoration Details

Sheet No. 14(5) Traffic Signal Plans - Fiber Optic Splice Detail "A"

REVISION DATA SHEET

SPECIAL DESIGN SECTION

DRAWING NO. A-14

REV. 9-23-93

VERT. 1"=25'

ICHMONDR

VIRGINIA

$FIL

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1C

RR

ICHMONDR


JAHNKE ROAD REVISION DATA SHEET

$FIL

EL

$

Technical


Project Engineer



Administrative


Deputy Director for




RICHMOND, VIRGINIA

CIP: 040-291-8949

CH2M HILL. INC.

CH2M HILL, INC.


DRAWN BY:

DESIGN BY: REVIEWED BY FIELD NOTES SCALE

NOT TO SCALE

NOT TO SCALE

DATE

9/20/2018

DRAWING FILE NAME

D38633001C.dgn

DRAWING NO.

Sheet 14(5): Removed VDOT Insertable Details from Sheet 14(5). Added FIBER OPTIC SPLICE DETAIL “A”.

S-4 located at Poles “D” and “E” for crossing Forestview School Drive only.

Removed the following items: Pedestrian Pushbutton cable for Cable Runs “G”, “I”,“J” and proposed Sign

controller installation, and Coaxial Cable with Category 5e Cable for Video Detection Camera communication.

following items: Construction Note 12 with Fiber Optic Splice and Fiber Optic Cable to Traffic Signal

which includes Mast Arm Pole, 15’’ Mast Arm, Signal Heads 3 and Video Detection Camera. Replaced the

Signal Head 1-Flashing Arrow, Luminaire Junction Boxes and Conduit, Disconnect Switch, Pole Legend “E”

Sheet 14(3):Updated reference to current VDOT Standard Sheets. Added the following items: Signal Head 6,

VDOT Standard Sheets.

Sheet 14(2): Updated Items, Quantities and Summary Notes to reflect revisions to Sheet 14(3) and current

Sheet 14(1): Updated General Notes to reflect revisions to Sheet 14(3) and current VDOT Standard Sheets.

Sheet 4: Added entrance call outs to two entrances along Newell Road (East direction).

Sheet 2J: Added Grading Diagram and Summary Sheet

Sheet 2H: Updated quantities and quantity items in both the incidental, pavement and ESC summary tables.

Sheet 2C(1): Added new plan sheet City of Richmond Detail (Open Cut Trench Restoration) for utility relocations.

Sheet 2B: Removed Grading Note # G-5 from General Notes Sheet.

on existing surfaces and overlaid with 2” of SM 9.5.

Sheet 2: Revised milling and overlay note under the pavement insert details to read 2” milling required

Sheet 1A: Updated Index of Sheets to reflect plan sheet adjustments described under this revision

R1 Date: Sept. 10, 2018 CIP: 040-291-8949

1'

13' 5'

SIDEWALK

2.25' 2.25'

69.5'

2 %2 %

Curb and Gutter

City Standard MonolithicCurb and Gutter

City Standard MonolithicP.G.L.

1'1'

See Insert No. 1

6'11'11'

St'd UD-4 Reqd. ** St'd UD-4 Reqd. **

locations of standard underdrains**NOTE: Please see plan sheets for detailed

TOSTATION STATION

P.G.L.

TOSTATION STATION locations of standard underdrains**NOTE: Please see plan sheets for detailed

1'

11'

1'

11' 16'

2 %

See Insert No. 1

St'd UD-4 Reqd. **St'd UD-4 Reqd. **

St'd. MS-2

2 %

St'd UD-2 Reqd. **

NOT TO SCALE

1

2 3

Insert No. 1

5

6

1

2

3

4

Surface - 1.5" Asphalt Concrete, Type SM - 9.5 @ 165 lb/ sq.yd.

4" Hydraulic Concrete Sidewalk

Base - 4" Asphalt Concrete, Type BM - 25.0

4

NOT TO SCALE

5

Insert No. 2

6

PRIVATE AND COMMERCIAL ENTRANCES

Aggr. 25 or 26

Asphalt Commercial

TYPE II

Concrete

Concrete Entrance Pavement

TYPE III

Asphalt

Crusher Run Aggr.

The type of entrance (I , II , III , IV) to be constructed

will be determined by the existing condition at thetime of construction.

TYPE IV

TYPE I

No. 21A or 21B

No. 21A or 21B

No. 21A or 21B

6" Crusher Run

7" HES

4" Aggr. Base Mat'l. Ty. I

Asphalt Conc. Type


Asphalt Conc. Type

4" Asphalt Conc. Base Course


(Not to Scale)

BM-25.0A

Right of

Way

Minim

um Req'd.

Right of

Way

Minim

um Req'd.

2" Asphalt Concrete, Type SM - 9.5D @ 220 lb/ sq.yd.

STD. CG-3 STD. CG-3

8' 8' 1'

5'6' 1'2.25'

SIDEWALK

2:1 Fill Slope

2:1 Cut Sl

ope

Right of

Way

Minim

um Req'd.

Curb and Gutter

City Standard Monolithic

8'8'3'

SHARED USE PATH

2.25'

Curb and Gutter


2:1 Fill Slop

e

2:1 Cut Slope

1'

See Insert No. 2

Right of

Way

Minim

um Req'd.

75.5'

13' 5'

SIDEWALK

2.25' 2.25'

63.5'

2 %2 %

Curb and Gutter

City Standard MonolithicCurb and Gutter


2:1 Fill Slop

e

2:1 Cut Slope

2:1 Fill Slope

2:1 Cut Sl

opeP.G.L.

1'1'

See Insert No. 1

5'

SIDEWALK

5' 5' 13'13'

St'd UD-4 Reqd. ** St'd UD-4 Reqd. **

locations of standard underdrains**NOTE: Please see plan sheets for detailed

TOSTATION STATION

Commercial Section

Right of

Way

Minim

um Req'd.

Right of

Way

Minim

um Req'd.

Subbase - 8" Aggregate Base Material, No. 21B

PAVEMENT DESIGN

61+08.03 71+25.58

1'Sawcut1' Sawcut

4" Aggregate Base Material, No. 21B

6

26+47.48 61+08.03

St'd UD-3 Reqd.

St'd UD-3 Reqd.

Exist. Pavement

2

18+50.00 26+47.48

2:1 Fill Slope

2:1 Cut Sl

ope

St'd UD-3 Reqd.

SHARED USE PATH

2:1 Fill Slop

e

2:1 Cut Slope

See Insert No. 2

St'd UD-3 Reqd.

8'8'3' 1'

STD. CG-3 STD. CG-3

BL

Construction

5'3'

TOSTATION STATION

P.G.L.

STD. CG-3STD. CG-3

BL

5' 3'

TO STATIONSTATION

52+74.4551+29.45

53+62.3046+62.1426+12.42

55+12.3048+11.64

27+62.42

SIDEWALK

2%

2%

2%

2%2%

2%2%

2:1

2:1

5' 4'1'

TOSTATION STATION

69+96.79 71+25.58

Exist. Pavement

BL

BL

BL

1' Sawcut 1'Sawcut

Travel lane

11'2'

Group 'A' Bike Lane

Travel lane

11' 2'

Group 'A' Bike Lane

Travel LaneTravel Lane Raised Median

Pavement Marking

Buffer and

Pavement Marking

Buffer and

Travel Lane Travel LaneContinuous Left Turn Lane

St'd UD-3 Reqd. St'd UD-3 Reqd.

Jahnke Road Construction



Construction

5%

2:1

4'

TOSTATION STATION

69+32.66 69+94.24

35.75'

Slab

Monolithic

TO STATIONSTATION

69+74.6069+17.65

Varies

BL

Construction

5%2:1

4'30.75'

Slab

Monolithic

Varies

BL

Construction

R

ICHMONDR


JAHNKE ROAD TYPICAL SECTIONS - MAINLINE

$FIL

EL

$

Technical


Project Engineer



Administrative


Deputy Director for




RICHMOND, VIRGINIA

CIP: 040-291-8949

CH2M HILL. INC.

CH2M HILL, INC.


DRAWN BY:


NOT TO SCALE

NOT TO SCALE

DATE

9/18/2018

DRAWING FILE NAME

D38633002.dgn

DRAWING NO.

TYPICAL SECTIONST

CO

MM

O

NW

EAL H OV

RG

N

I

FI

IA

PR

O

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FSSIONAL EN

G

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R

Lic. No. 023201

SUSAN WITH

ENGINEER

Richmond, Virginia

CH2M

See plans for designated mill and overlay areas.

to be milled to a depth of 2" and overlayed with 2" of SM-9.5.

Existing asphalt pavements sections that are to be left in place are

2" SM-9.5A or SM-9.5 @ 220 Lbs. per S. Y. 1.5" SM-9.5 @ 165 Lbs. per S. Y.

GENERAL NOTES

2B

GRADING

The grade line denotes top of finished pavement unless shown otherwise G-1

on typical sections or plans.

G-3 Earthwork quantities on this project are based on anticipated settlement

only for quantities actually moved.

and may require adjusting during construction. Payment will be made

G-5

DRAINAGE

D-1

stations, special design bridges and storm sewer systems.

The horizontal location of all drainage structures shown on these plans

is approximate only, with the exception of structures showing specific

D-2 The horizontal location and invert elevations shown for proposed culverts

and storm sewer outfall pipes are based on existing survey data and

required design criteria. If during construction, it is found that the

from the horizontal location or elevations of the stream or swale in

which the culvert or storm sewer outfall pipe is to be placed, the

Engineer shall confer with, and get approval from, the applicable District

Drainage Engineer before installing the culvert or storm sewer outfall pipe.

horizontal location or invert elevations shown on the plans differ significantly

D-3

purposes and are based on the proposed invert elevations shown forthe structure and the anticipated top (rim) elevation based on existing

and the "L.F. " dimensions shown for manholes are for estimating

or proposed finished grade. The actual "H" or "L.F. " dimensions are

to be determined by the contractor from field conditions.

The "H" dimensions shown on plans for drop inlets and junction boxes

D-12 All existing drainage facilities labeled "To Be Abandoned" shall be left in

place, backfilled and plugged in accordance with the VDOT Road and

Bridge Standard PP-1. Basis of Payment will be C.Y. of Flowable Backfill.

D-13 Existing drainage facilities being utilized as a part of the drainage system,

and designated on the plans "To Be Cleaned Out" shall be cleaned as

directed by the Engineer. The cost incidental to this shall be included in

the contract price for other items.

D-15 Where the plans specify the installation of standard curb drop inlets

Standard Drop Inlets (as shown in the VDOT Road and Bridge Standards)

D-17 St'd. SL-1 Safety Slab locations are based on the assumed use of precast

structures. If cast-in-place structures are utilized, and the interior chamber

PAVEMENT

P-2 The pavement materials on this project will be paid for on a tonnage basis.

The weight will vary in accordance with the specific gravity of the

aggregates and the asphaltic content of the mix actually used to secure

the design depth. The weight of the asphalt concrete is based on 95%

of the theoretical maximum density.

INCIDENTALS

Two Reflectorized Railroad Grade Crossing Crossbuck Signs, complete with I-1

posts, SHALL BE FURNISHED AND ERECTED BY THE RAILROAD COMPANY.

I-5 That portion of the right of way lying within the Clear Zone or within a

minimum of 10 feet from the edge of pavement or surfacing or within

the limits of the construction slopes beyond 10 feet, shall be cleared and

Section 301, where sufficient right of way or construction easement is provided.

grubbed in accordance with the applicable VDOT Road and Bridge Specifications,

I-6

the Engineer.

Certain trees shall be preserved as noted on plans or as directed by

Clearing and grubbing shall be confined to those areas needed for con-

struction. No trees or shrubs in ungraded areas shall be cut without

I-8A

I-9

shall be constructed in the same location as the existing entrance.

When no centerline alignment is shown for a proposed entrance, the entrance

I-12 St'd. RM-2 right of way monuments shall be set by the Contractor.

I-16 The "underground utilities" survey data on this project has been provided

by consultant and copies are available from the Department.

I-17 For method of constructing Straight-Line Taper Lanes in curb and/or

All pavement markings and traffic flow arrows shown on the roadway con-

struction plans are schematic only. The actual location and application

I-18

VDOT Road and Bridge Specifications, MUTCD, sequence of construction/

of pavement markings shall be in accordance with Section 704 of the applicable

I-19

If questions or problems arise during construction, please contact the

Project Designer. DO NOT CONTACT THE OUTSIDE SOURCES.

EROSION AND SEDIMENT CONTROL (ESC)

E-2

G-4 The cost of removal of all existing concrete items located in the area to be

graded, including, but not limited to the following, shall be included in the price

bid for regular excavation: Combination curb and gutter, curb, sidewalk.

The following sources, under contract with the City of Richmond, have provided information on this project:

Roadway Design:

Hydraulic Design:

Utility Design:

Utility Designation: NXL, INC.

Survey:

Utility Location:

Bridge Design:

NXL, INC.

NXL, INC.

adjacent to the City of Richmond Standard Curb and Gutter, the

shall be modified in accordance with details shown on sheet number 2A.

These drop inlets shall be considered and paid for as Standard Drop

Inlets for the type specified.

VDOT Road and Bridge Specifications.

of brush shall be in accordance with Section 109 of the applicable

or required by the Engineer, the cost of removal and disposal

If the removal of Brush Silt Barrier is specified by the plans

VDOT Road and Bridge Specifications.

shall be in accordance with Section 203 and Section 414 of the applicable

Rock for Check Dams, Inlet Protection, Erosion Control Stone and Riprap

E-1

DRAINAGE (CONT.)

D-14

D-4

Section 303 of the applicable VDOT Road and Bridge Specifications.

drainage structure will be measured and paid for in accordance with

below the original ground necessary for the installation of the permanent

shall be included in the unit price bid for regular excavation. Excavation

for installation of permanent drainage structure and the cost of backfill

drainage facility, the cost of removing the fill above the original ground

structure placed. The cost of installing and removing the temporary

permanent drainage structure is to reside shall be removed and the

installed. When directed by the Engineer, that part of the fill where the

and displace all soft materials. Any necessary temporary drainage shall be

At Stations 69+26 and 69+83, the fill shall be placed and allowed to settle

Standard Drop Inlets for the type specified.

in the VDOT Road and Bridge Standards shall be considered and paid for as

Proposed drop inlets with a height (H) less than the standard minimum shown

slabs shall not be installed.

dimensions (length and width, or diameter) are less than 4 feet, the safety

traffic control plans, pavement marking plan and as directed by the Engineer.

curb and gutter sections, see typical details.

the permission of the Engineer.

.pdf files and MicroStation format (.dgn) files. Only the .pdf files will be

considered as part of the official plan assembly.

I-21

The MicroStation format (.dgn) files are furnished only as information for the

contractor. These plans are developed in layers (levels) to aid in readability.

However, the construction items may or may not be in the proper layering

scheme as described in the VDOT CADD Manual. The MicroStation files

will only match the scanned files if all levels are turned on. A MicroStation

Software license is required to be able to read these files.

All electronic plan assemblies will include the construction plans in two formats:

R

ICHMONDR


JAHNKE ROAD GENERAL NOTES

$FIL

EL

$

Technical


Project Engineer



Administrative


Deputy Director for




RICHMOND, VIRGINIA

CIP: 040-291-8949

CH2M HILL. INC.

CH2M HILL, INC.


DRAWN BY:


NOT TO SCALE

NOT TO SCALE

DATE

9/18/2018

DRAWING FILE NAME

D38633002B.dgn

DRAWING NO.

approved by the Materials Engineer.

The borrow material for this project shall be a minimum CBR 13 or as

N/A

Landscape Design:Traffic Design:

CH2M

CH2M CH2M

CH2M SNEAD ASSOCIATES

D-16 When curb and gutter is specified on a radius (such as at a street inter-

section), the Engineer may approve a decrease in the cross slope of the

gutter to facilitate proper drainage.

E-3 The following symbols are used to depict Erosion Control items in the

plan assembly:

DD

TC-1

TDC

TC-P

RCD-1

RCD-2

Denotes Temporary Diversion Channel, St'd EC-12

Denotes Temporary Diversion Dike, St'd EC-9

Denotes Turbidity Curtain, Type - Impervious

Denotes Turbidity Curtain, Type - Pervious

Denotes Rock Check Dam, Type I; St'd EC-4

Denotes Rock Check Dam, Type II; St'd EC-4

IP-A

IP-B

Denotes Inlet Protection, Type A; St'd EC-6

Denotes Inlet Protection, Type B; St'd EC-6

EC-2, Ty. 1

EC-2, Ty. 3

EC-2, Ty. 2

Denotes Rolled Erosion Control Product, Permanent, St'd. EC-3 Type 1, 2 or 3

Denotes Rolled Erosion Control Product, Temporary, St'd. EC-2 Type 1, 2, 3 or 4

EC-2, Ty. 4

EC-3, Ty. 2 EC-3, Ty. 1

EC-3, Ty. 3

Denotes Temporary Silt Fence, St'd EC-5 Type A or BTSF-A TSF-B

TSI Denotes Slope Interrupter; St'd EC-15

D-7

thickness, or class designation; available sizes; height of cover limitations;

the applicable sections of the VDOT Road and Bridge Standards PC-1.

and other restrictions for a particular pipe type or height cover, see

All pipe on this project shall be concrete. For strength, sheet

Plastic. See detail sheet 2D(5) for location.

Corrugated storage pipes for underground detention may be RCP or

*

*

R

ICHMONDR


JAHNKE ROAD

$FIL

EL

$

Technical



RICHMOND, VIRGINIA

CIP: 040-291-8949

DRAWN BY:

DESIGN BY:NOT TO SCALE

NOT TO SCALE

DRAWING FILE NAME

ENGINEER

Richmond, Virginia

CH2M

OPEN CUT TRENCH RESTORATION DETAILS

CITY OF RICHMOND

2CD38633002C1.dgn

OPEN CUT TRENCH RESTORATION DETAILS

construction traffic will run on pavement base course.

are relocated and placement of the 8" BM-25 Asphalt Concrete and milling. During

placed during Phase V of the MOT and Sequence of Construction plans after all utilities

Final surface course of proposed pavement (1.5" Asphalt Concrete, Type SM-9.5) to be 2.

under existing roadway pavement. See plan sheets 15(1) through 15(25) for utility relocations.

City of Richmond Details pavement restoration for the open cut utility relocations that occur 1.

Notes:


Project Engineer



Administrative


Deputy Director for


CH2M HILL. INC.

CH2M HILL, INC.


REVIEWED BY FIELD NOTES SCALE DATE

9/18/2018

DRAWING NO.

T

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NW

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RG

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IIA

PR

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F

SSIONAL EN

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Lic. No. 023201

SUSAN WITH

ICHMONDR

VIRGINIA

$FIL

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$

2H

RR

ICHMONDR


JAHNKE ROAD PAVEMENT & INCIDENTAL SUMMARY

$FIL

EL

$

Technical


Project Engineer



Administrative


Deputy Director for




RICHMOND, VIRGINIA

CIP: 040-291-8949

CH2M HILL. INC.

CH2M HILL, INC.


DRAWN BY:


9/20/2018

DRAWING FILE NAME

D38633002H.dgn

DRAWING NO.

*Note: Not a Pay Item

Excavation

Min

or Str

ucture

C. Y.C. Y.C. Y.C. Y.C. Y.C. Y.

Cut FillFillCut

Fill

Total

C. Y.

Entr

ances

Material

Unsuitable

Subgrade

Below

Subgrade

Above

C. Y.

Cut -

Ditches

Fill -

Ditches

Sections

in Fill

Root Mat

Sections

in Cut

Root Mat

Cut

Roadway

Pave

ment

De

molition of

Location

TOTALS

quantities.

Denotes Surplus Material .

included in Regular Excavation quantities.

Denotes C. Y. root mat material in cut areas which is

fill with Regular Excavation and/or Borrow Excavation )

tions and backfilled with (specify material ) (Back-

Denotes C. Y. root mat material removed from fill sec-

Denotes C. Y. Regular Excavation from private entrances.

Denotes C. Y. fill for private entrances.

backfilled with (specify mat'l. )

"Demolition of Pavement" from fill sections and

Denotes C. Y. existing pavement to be removed as

limits and is not included in the Regular Excavation

Demolition of Pavement in cut sections within construction

Denotes C. Y. existing pavement to be removed as

Denotes C. Y. fill for drainage ditches.

C. Y. C. Y. C. Y. C. Y. C. Y. C. Y. C. Y. C. Y.

of mat'l. not compacted. )

Denotes C. Y. Haul . (Haul Material shown will be C. Y.

Fill

Roadway

Excavation

Regular

Total

Denotes C. Y. of excavation of unsuitable mat'l. below

subgrade and backfilled with (specify material )

Denotes C. Y. Minor Structure Excavation.

Denotes C. Y. unsuitable material above subgrade which

is included in Regular Excavation.

FORMULAS C D E F G H I J K L M N O P Q R S

Denotes Borrow Material (Min. CBR, specify)

ditches.

Denotes C. Y. Regular Excavation from drainage

cross-sections.

Denotes fill quantity from computer listings and/or manual

pavement.

cross-sections. Quantity adjusted for demolition of

Denotes cut quantity from computer listings and/or manual

the actual quantity of embankment material needed to complete this project.

will be made in pay quantities for this factor. The contractor shall determine

of the shrinkage or swell factor of the embankment material, and no adjustment

swell factors. The contractor will be responsible for determining the effect

The embankment quantity shown has not been adjusted for shrinkage or

10

15

20

25

30

35

40

45

50

55

60 65

70

75

80

Newell

Rd.

Spruance Rd.

Spruance Rd.

Bla

ndy Ave.

New

ell Rd.

Spruance R

d.

Irby Dr.

Irby Dr.

Faye St.

Bys

wic

k Lane

Leic

ester Rd.

Leicester Rd.

Boroughbrid

ge Rd.

Clarence St.

Forest Hill Ave.

Bla

kemaore Rd.

Oakhurst

Ln.

26

83

9

96

28

162

78

102

98

6

4468

3

11

0

10

3

3

4

24

15

45

5573

C. Y.

Boroughbridge

Leichester

Byswick

Faye

Irby

Forestview

Oakhurst

Spruance

Blandy

Newell

Jahnke Rd.

3

12

0

1

1

29

9

2

3

6

159

3

3

0

3

3

1

5

14

19

24

1555 30011

39

86

9

99

31

163

83

116

117

30

6034

6

14

0

13

6

4

9

38

34

69

7428 2013

201376216807569116302255156 11 300

R

ICHMONDR


JAHNKE ROAD GRADING DIAGRAM

$FIL

EL

$

Technical


Project Engineer



Administrative


Deputy Director for




RICHMOND, VIRGINIA

CIP: 040-291-8949

CH2M HILL. INC.

CH2M HILL, INC.


DRAWN BY:


9/18/2018

DRAWING FILE NAME

D38633002Jgn

DRAWING NO.

Str

ucture

Manage

ment

Stor

mwater

482

482

ment

Embank-

2258

2189

69School

Dr.

Forestvie

w

Fill

Fill

Cut

Cut

4468

5573

159

1555

C 11

F 300482

CUT=6

FILL=45

CU

T=9

8FIL

L=15

CU

T=102

FIL

L=2

4

FIL

L=4

CU

T=7

8

CUT=102

FILL

=4

FIL

L=3

CU

T=162

CUT=2

8

FIL

L=3

CU

T=9

6

FIL

L=10

CU

T=9

CU

T=8

3

FIL

L=11

CU

T=2

6

FIL

L=3

6

24

3

19

2

14

9

5

2

14

29

1 1

3

1

3 12

3

3

3

448

F

Fill130

130 Cut

C

448

448

GRADING DIAGRAM AND SUMMARY

Denotes C. Y. fill for S. W. M. (Stormwater Management Structure)

Denotes C. Y. cut from S. W. M. (Stormwater Management Structure)

Gravel Drive

2.5' C

&

G0.5' Cur

b

Gravel Drive

Asphalt Drive

0.5' C

urb

Asphalt

2.5' C & G

0.5' Curb

Asphalt

Asphalt

2.5' C & G

0.5' Curb

0.5'

Curb

Asphalt Drive

Asphalt Drive

Asphalt

Asphalt

Asphalt

N

E

W

E

L L R

O

A

D

N E

W

E

L L R

O A D

Asphalt

Asphalt

J A H N K E R O A D

2.5'

C

&

G

Asphalt

Asphalt

Conc. Apron

Conc. Apron

Conc. ApronConc. Apron

Asphalt

Conc. A

pron

Asphalt

Asphalt Drive

Shrubs

Gravel

Ditch

Inv. Out = 235.98'

Inv. In = 236.01'

15" CMP

In Pl. 26' x

Shr

ubs

3' Wood F

ence

12" Twin Spruce1" Cedar12" Oak

Asph.

Con

c. Sidew

alk

Timber Boarders

Inv. Out = 235.45'

Inv. In = 236.29'

12" RCP

In Pl. 17' x

Inv. Out = 232.54'

Inv. In = 232.94'

12" RCP

In Pl. 17' x

Inv. Out = 234.80'

Inv. In = 235.06'

12" CIP

In Pl. 7' x

Inv. Out = 233.43'

Inv. In = 234.15'

12" RCP

In Pl.

21' x

Inv. O

ut

= 238.3

6'

Inv. In =

238.6

2'

12"

CIP

In Pl. 21' x

Inv. O

ut

= 238.7

5'

Inv. In =

238.7

5'

12"

CIP

In Pl. 20' x

Inv. O

ut

= 238.8

7'

Inv. In =

239.0

3'

12"

CIP

In Pl. 21' x

Asphalt Sidewalk

Metal Sign

Grass

Conc.

Wood Fence

1 Sty. Brick

Dec

k

Woo

d

Conc.

Conc.

Conc.Conc.

Conc.

Asphalt

Grass

Grass

Ornamental

20"

Ornamental

22"

Pine

24"

Conc.

6' Wood

Fenc

e

Grass

Shrubs

6'

Wood Fence

Conc.

Grass

Grass Grass

Trailer

16

17

18S76°09'23"E

Route 686 Survey CenterlineIRF

IRF

IRF

IRF

IRF

IRF (Dist

urbed)

IRF

11.15'

63.24'

56.98' 59.2

9'

14.98'

5.16'

154.45'

Conc. Sidewalk

Air Pump

Ditch

Ditch

4' Chain Link Fence

Wood Sig

n

Metal Sig

n

Grass

Trashcan

6" Crepe Myrtle

& Shrubs

Mixed Trees

Wells, Valves, & MH's

Gas Station

Alu

m. A

wnin

g

"Citgo Gas Station"

#6101

1 Sty. Block

Carport

Alu

m.

Conc. Sid

ewalk

Conc. Sid

ewalk Metal

Gate

24" Pine

#12

07

1 Sty. B

rick

M

Conc.

ShedWood

M

#60241 Sty. Brick

Asphalt Sidewalk

40" Oak

Mulch Bed&

Timbers

Wheel Stops

Asphalt Sidewalk

"Sunny Day Daycare"

#60111 Sty. Vinyl

6' Wood Fence

24" Oak

PI 18

+93.9

2

19 20

21

22

(N34°5

0'5

0"E 19

4.3

0')

(N10°5

6'0

0"E)

(R = 3810.00')

(L = 193.67')

Ex. 16' Alley Ea

sement

(L = 5

4.11')

(R = 2

5.00')

(L = 132.93')

(R = 3730.00')

(L = 84.03')(R = 3730.00')

(S17°2

6'5

6"W 16

3.9

5')

(S34°5

8'5

6"W 17

2.0

6')

(S72°33'04"E 111.00')

(14.8

9')

(15.4

9')

(15.71')

(15.9

9')

(L = 158.54')

(R = 3795.00')

Existing R/

W

Existing R/

W

Existing R/

W

Existing R/W

PL

PL

PL

PL

PL

(L = 2

5.32')

(R = 2

5.00')

(L = 42.48')

(R = 3730.00')

Ex. 8'

Alley Ease

ment

(3.15')

PL

PL Existing R/

W

+22.115

+74.641

+86.651 +70.

408

+57.334

+6.905

+1.095

PL

Clearance = 19.11'

Clearance = 13.44'

Clearance = 18.98'Clearance = 18.21'

Clearance = 22.73'

Clearance = 22.82'

Clearan

ce = 10.33'

WM

WV

FH

WV

WV

WM

WM w/ BOV

WV

WM

WMWM

WM

WM

Physical

Verifica

tion.

Nothing

Leaves M

H On East

Wall.

TMH #292

4

Tele. HandholeTele. Pedestal

EOI

OV

H

E

OV

H

E

OV

H

E

OVH E

OVH E

OV

H

E

OV

H

E

LP

TB

TB

OVH E

OV

H

E

OVH E

OV

H

E

OVH EOVH E

OVH E

OV

H

EOV

H

E

S

S

U

LPSpigot

EOI

EOI

EOI

EOI

EOI

EOI

T T

FO @ Drop

EOI

FO @ Drop

FO

T

CATV @ DropElec. @ Drop

EOI

EOI

Old 8" CI

Gas Laid

Above

New 4" (P

E)

Note:

OVH

E

OVH E

GT

GT

GTGT

GT

JRCC MANAGEMENT LLC

INST. #200740423

C0050508026

1.58 Ac.

UNCLE PROPERTIES LLC

INST. #200811973

C0050542010

1.06 Ac.

R. DONALD CALLAHAN

DB 135 PG 1593

C0050508022

(No Recorded Acreage)

MARIAN W. HOWARD

DB 112 PG 817

C0050508024


& MARGARET W. STAFFORDGLENN W. STAFFORD JR.

DB 180 PG 1732

C0050544032


ESTATE OF WILLIE FARRAR

JAHNKE ROAD BAPTIST CHURCH

C0050578036

1.25 Ac.

AFTERCARE PROGRAM LLCFLAMINGO BEFORE AND

C0050578038INST. #2010-23150


& UNION FIRST MARKET BANKSHORT W. SPILMAN, JR.

DB 833 PG 329INST. #2011-837

C0050544002


22

23

24

25

26

27 2

8

29

4-14-2

4-3

4-4

4-5

4-6

4-7

4-8 4-9

4-10

4-11

4-12

4-13

4-14

4-16 4-174-18 4-19

3

3

1

1

4

5

Ent. R

eq'd. (W

=30')

St'd.

CG-11 Ty. III

Ent. R

eq'd. (W

=30')

St'd.

CG-11 Ty. III

Ent. R

eq'd. (W

=50')

St'd.

CG-11 Ty. III

Ent. R

eq'd. (W

=35')

St'd.

CG-11 Ty. III

Ent. R

eq'd. (W

=35')

St'd.

CG-11 Ty. III Ent. R

eq'd. (W

=36')

St'd.

CG-11 Ty. III

C FF C

6

6

6

6

63 6 10

66

3

66

3

10

3 6 1 66 6

FC

7

C

FC

C

FF

F

F

FC

CC

C

F

C

C

C C

C

Sta. 28+11.79 Lt.

Ent. R

eq'd. (

W=2

0')

St'd.

CG-11 Ty. III

Sta. 28+9

5.3

6 Lt.

Ent. R

eq'd. (

W=12')

St'd.

CG-9

D

Ty. III

4-21

+12.42

3.00'

(TB

R)

(TB

R)

4-20

4-15

Existing Sign

Do Not Disturb

Existing Sign

Do Not Disturb

Existing Sign

Do Not Disturb

PC 25+6

7.7

8

26

PI

12POT 12+00.00

POT 12+00.00

Delta = 5

7° 48' 3

3.48" Lt.

P.O.T. Sta. 2

5+56.85 Jahnke R

oad Const. B

P.I. Sta. 10

+00.00 New

ell Road Const. LB

L

Delta = 10

7° 2

6' 18.60" Rt.

P.O.T. Sta. 2

5+5

2.39 Jahn

ke R

oad Const. B

P.I. S

ta. 10

+00.00

New

ell Roa

d Const. LB

L

New

ell Rd. Const. BL

Newell R

d.

Const. B L

BJahnke Rd. Const. L

Sta. 10+23.63

Beg. Const.

Sta. 11+56.00

End Const.

Sta. 10+20.90

Beg. Const.

3.00"

+12.42

Sta. 11+01.00

End Const.

Exist. Parking

Do Not Disturb

10

34-22

6

6

Ent. R

eq'd. (W

=40')

St'd.

CG-11 Ty. III

4-23

4

3

3

Ent. Req'd. (W=50')

ST'd. CG-9D Ty. IIIType III Entr. Req'd.St'd. PE-1 Req'd.

11

12POT 12+00.00

11

12POT 12+00.00

4-2 4-3

4-5

4-6

4-7

4-8

4-9

4-10

4-11

4-12

4-4

4-13

4-2A

4-14

15"

15"

15"

30"

30"

21"

21"

30"

15"

15"15"

15"

15"

+91.11

31.75'

+97.91

31.75'

+62.5

5

20.6

2'

+00.00

45.00'

+44.22

52.00'

006

007

009

011

010

005

PR

OP.

R/

W

+50.5

0

30.0

0'

+45.00

44.00'

+30.00

34.00'

+30.00

29.71'

+61.00

30.0

0'

+61.00

32.0

0'

+72.0

0

32.0

0'

+03.00

52.00'

+32.00

49.00'

+09.62

35.03'

+35.77

52.2

2'

2

2

2

2

22

2

21

3

1

1

R=34.75'

4

4

4

D700

D701

+19.00

98.50'

+19.00

70.50'

+70.00

67.00'

+00.25

98.25'

+00.00

52.00'

*

+00.25

51.99' *

+70.00

48.84'

*

* * *5

3

+32.57

48.14'

+11.06

49.55'

+90.56

50.34'

+76.10

52.61'+25.08

55.00'

+18.53

30.00'

+65.04

30.00'

+22.00

31.75'

+22.00

41.00'

+43.00

31.75'

+43.00

41.00'

+90.89

31.75'

+64.9

0

40.4

1'

+65.0

0

40.0

0'

+79.0

0

20.8

2'

+19.00

31.75'

+19.00

47.00'

+39.00

31.75'

+39.00

47.00'

+19.00

41.00'

+39.00

41.00'

+22.00

41.00'

+43.00

41.00'

+92.68

41.00'

3 2

+82.33

41.85'

+51.35

45.86'

+18.00

48.72'

+18.00

41.00'

+47.29

41.00'

+47.29

48.98'

+33.48

44.00'

+35.63

31.78'+21.64

44.00'

109

Denotes Construction Limits in Cuts

Denotes Construction Limits in Fills

C

F

0

SCALE

25' 50'

REFERENCES

( PROFILES, DETAIL & DRAINAGE

DESCRIPTION SHEETS, ETC. )

Matc

h Lin

e Station 22

+00.0

0 Sheet 3

Matc

h Lin

e Station 29+0

0.0

0 Sheet 5

PI = 27+82.20

Curve ALT2-2

T = 214.43'

L = 428.40'

R = 3,800.00'

25+67.78PC =

29+96.18

Note : Figures in brackets and dot - dashed linesdenote Permanent Easements.

Note : Figures in parenthesis and dot - dot - dashedlines denote Temporary Easements.Denotes Full Depth Pavement

Denotes Pavement to be Demolished

Denotes Exist. Pavement to be Milled and Overlayed

4

X-X Radial Offset Identifier& ROSEMARIE B. WEST

JAMES W. WEST JR

DB 368 PG 157

C0050542008

0.46 Ac.

004

ESTATE OF WILLIE FARRARINST. #9900367

C0050544030


012

E = Normal Crown

V = 40 mph

PT =

Proposed Temporary Construction Slope Easement

Proposed Right of Way

And Maintenance Of Proposed Drainage Structures.

Proposed Permanent Easement For The Installation3

2

1

23'

20'

20'

12'

19.5'

19.5'

City of Richmond St'd. Comb. Curb & Gutter

City of Richmond St'd. Curb

Hydraulic Cement Conc. Sidewalk 4" Req'd.

8' Asphalt Path

Median Strip St'd. MS-2 Req'd.

ST'D. CG-12, Type B Ramp and Detectable Warning Surface Req'd.

Median Strip St'd. MS-1A Req'd.

ST'D. CG-12, Type C Ramp and Detectable Warning Surface Req'd

1

2

3

4

5

6

7

10

11

(TBR) Denotes Exist. Drain. Structures To Be Removed

And Maintenance Of Proposed Utilities.

Proposed Permanent Easement For The Installation4

Proposed Temporary Construction Easement for Entrance**5

006

008

ST'D. CG-12, Type A Ramp and Detectable Warning Surface Req'd

4

See Note 1

Gas Station canopy not to be disturbed.

Verizon passes around the canopy.

station canopy and Utility Easement for

for Dominion passes thru the gas

For Parcel 005, Utility Easement

Note 1:

Underdrain

Radial Offset Data

Utility Owners

Pavement Markings

Entrance Profiles

Connection Profiles

Jahnke Road Profile

Sh. 2N(2)

Sh. 1G

Sh. 3

Sh. 13(1)

Sh. 5B

Sh. 4A

Sh. 4A

Drainage Desc. Sh. 2D(1)

R

ICHMONDR


JAHNKE ROADDRAWING NO. O-28396

PLAN VIEW

$FIL

EL

$

Technical


Project Engineer



Administrative


Deputy Director for




RICHMOND, VIRGINIA

CIP: 040-291-8949

CH2M HILL. INC.

CH2M HILL, INC.


DRAWN BY:


HORIZ. 1"=25'

DATE

6/10/11

DRAWING FILE NAME

D38633004.dgn

SHEET NO.

T

CO

MM

O

NW

EAL H OV

RG

N

I

FI

IA

PR

O

E

FSSIONAL EN

G

NI

EE

R

Lic. No. 023201

SUSAN WITH

ENGINEER

Richmond, Virginia

CH2M

GENERAL NOTES

ICHMONDR

VIRGINIA

IMPROVEMENTS

JAHNKE ROAD

$FIL

EL

$

14(1)

R

Technical


Project Engineer



Administrative


Deputy Director for




RICHMOND, VIRGINIA

CH2M HILL. INC.

CH2M HILL, INC.


DRAWN BY:


9/18/2018

DRAWING FILE NAME DRAWING NO.

N.T.S.

SIGNALIZATION GENERAL NOTES

FOREST VIEW SCHOOL DRIVE -

TRAFFIC SIGNAL PLANS - JAHNKE AND

CIP: 040-291-8949

T39633001401.dgn

T

CO

MM

O

NW

EAL H OV

RG

N

I

FI

IA

PR

O

E

FSSIONAL EN

G

NI

EE

R

Lic. No. 023201

SUSAN WITH

ENGINEER

Richmond, Virginia

CH2M

33.

32.

31.

30.

29.

28.

27.

26.

25.

24.

23.

22.

21.

20.

19.

18.

17.

16.

15.

14.

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

THE CITY OF RICHMOND STANDARDS (RUGGEDCOM).

THE FIBER OPTIC CABLE COMMUNICATION SWITCH AND OTHER APPURTENANCES SHALL BE FULLY COMPATIBLE WITH

CONDUCTED BY A CERTIFIED FIBER OPTIC TECHNICIAN (CFOT).

48 HRS. IN ADVANCE OF THE FIBER OPTIC SPLICE. THE SPLICING OF THE FIBER OPTIC CABLE SHALL BE

CONTRACTOR SHALL PROVIDE WRITTEN NOTIFICATION TO THE CITY OF RICHMOND TRAFFIC ENGINEERING OFFICE

THE NEW TRAFFIC SIGNAL CABINET TO THE TRUNK FIBER OPTIC CABLE.

CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATING AND REINSTALLING THE FIBER OPTIC DROP CABLE FROM

THE SIGNALIZED INTERSECTION SHALL NOT BE OFF-LINE FOR MORE THAN FORTY-EIGHT (48) HOURS.

SEE SHEET 13(8) FOR GENERAL NOTES RELATED TO SIGNING AND PAVEMENT MARKINGS.

SPECIFICATIONS FOR THE VIDEO DETECTION CAMERA ARE INCLUDED IN THE BID PLANS.

ON THE PLAN.

THE CONTRACTOR IS RESPONSIBLE FOR CONNECTING THE POWER FROM IT'S SOURCE TO THE CONTROLLER CABINET AS SHOWN

FOR THE ELECTRICAL SERVICE THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VIRGINIA POWER 4 WEEKS IN ADVANCE.

THE VIDEO DETECTION CAMERAS AND EQUIPMENT INSTALLED SHALL BE IN COMPLIANCE WITH THE SPECIFICATIONS.

BY THE CITY.

MAINTENANCE OF PERMANENT SIGNALIZATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNTIL FINAL ACCEPTANCE

MAST ARM SIGNS SHALL BE INSTALLED IN ACCORDANCE WITH VDOT ST'D. SMD-2.

ALL CONDUIT RISERS FOR ELECTRICAL SERVICE SHALL BE 2" DIA. MINIMUM.

PEDESTRIAN SIGNAL HEADS SHALL BE MOUNTED IN ACCORDANCE WITH VDOT ST'D. SMB-3 AND PAINTED FLAT BLACK.

PEDESTRIAN SIGNAL HEADS SHALL BE IN ACCORDANCE WITH VDOT ST'D. SP-8 (COUNTDOWN) WITH L.E.D. LAMPS.

A #8 BARE SYSTEM BOND WIRE IS REQUIRED IN ALL NON-METALLIC CONDUIT.

(S) DENOTES CABLE TO BE SHIELDED.

SHALL BE CAPPED IN THE EXISTING JUNCTION BOXES AND MANHOLES.

EXISTING CONDUIT SYSTEMS THAT WILL NOT BE REUSED SHALL BE ABANDONED IN PLACE. CABLE SHALL BE CUT AND CONDUIT

CONDUIT SPACERS SHALL BE USED TO PROVIDE ADEQUATE SEPARATION.

ALL PROPOSED CONDUITS SHALL BE INSTALLED IN A COMMON TRENCH, WHERE FEASIBLE. STANDARD MANUFACTURER'S

ALL UNDERGROUND CONDUIT SHALL BE INSTALLED IN ACCORDANCE WITH VDOT ST'D. ECI-1, ECI-2 OR DIRECTIONALLY BORED.

STRIP AROUND PERIMETER OF BACKPLATE.

TUNNEL VISORS SHALL BE PAINTED YELLOW AND BACKPLATES SHALL BE ALUMINUM BLACK POWDER COATED AND WITH RETRO-REFLECTIVE

AND BACKPLATES.

ALL SIGNAL HEADS SHALL BE MOUNTED IN ACCORDANCE WITH VDOT ST'D SM-3, AND SHALL BE EQUIPPED WITH TUNNEL VISORS

ALL TRAFFIC SIGNAL HEAD SECTIONS SHALL BE 12", PAINTED YELLOW, AND SHALL BE LIGHT EMITTING DIODE (LED).

PLACED ON J-HOOKS.

ALL JUNCTION BOXES SHALL BE VDOT ST'D. JB-S2 UNLESS OTHERWISE NOTED. SPLICES IN ALL JUNCTION BOXES SHALL BE

THE TRAFFIC SIGNAL CABINET SHALL BE P-SIZE NEMA TS-2 OR APPROVED EQUIVALENT CAPABLE OF HANDLING VIDEO DETECTION EQUIPMENT.

COMPONENTS, SHALL MEET ALL REQUIRMENTS AND COMPATIBLE WITH THE NEW CITY OF RICHMOND'S SIGNAL SYSTEM SOFTWARE (CENTRACS).

SYSTEM SOFTWARE (CENTRACS). THE PROPOSED TRAFFIC SIGNAL CONTROLLER PROGRAMMING, FOR HARDWARE AND SOFTWARE

THE PROPOSED TRAFFIC SIGNAL CONTROLLER SHALL BE 100% COMPATIBLE WITH THE NEW CITY OF RICHMOND'S SIGNAL

VDOT ROAD AND BRIDGE SPECIFICATIONS.

THE MATERIALS AND CONSTRUCTION FOR THE CONTROLLER CABINET SHALL BE IN ACCORDANCE WITH SECTION 703 OF THE

THE CENTER OF THE SIGNAL HEAD AND SIGNS.

ALL MEASUREMENTS FOR THE PLACEMENT OF SIGNAL HEADS AND SIGNS ON MAST ARMS SHALL BE TAKEN FROM THE FLANGE TO

CONDUIT LOCATIONS SHALL BE MARKED ON ALL FOUNDATIONS PER THE SPECIFICATION FOR THE CONDUIT INSTALLED.

ALL MP-3 COMBINATION LUMINAIRE MAST ARM POLES SHALL NOT EXCEED 26 FEET.

GREEN (COLOR #14077) IN ACCORDANCE WITH VDOT STANDARDS AND SPECIFICATIONS.

ALL SIGNAL POLES, MAST ARMS, PEDESTAL POLES AND CONTROLLER CABINETS INCLUDING THE UPS CABINET SHALL BE FEDERAL

MAST ARM POLES SHALL BE IN ACCORDANCE WITH VDOT ST'D. MP-3.

FOUNDATIONS.

THE CONTRACTOR SHALL REFER TO VDOT ROAD & BRIDGE SPECIFICATIONS, LATEST EDITION FOR PLACEMENT OF SIGNAL POLE

ALL SIGNAL POLE FOUNDATION FINAL TOP ELEVATION SHALL BE FLUSH TO GRADE AND APPROVED BY THE RESIDENT ENGINEER.

TEST BORE AT EACH FOUNDATION LOCATION TO DETERMINE THE SUBSURFACE CONDITIONS PRIOR TO DESIGNING THE FOUNDATION.

POLE FOUNDATION DESIGNS SHALL BE FURNISHED BY THE CONTRACTOR. THE CONTRACTOR SHALL FURNISH AT LEAST ONE

MAST ARM POLE FOUNDATIONS SHALL BE IN ACCORDANCE WITH VDOT ST'D. PF-8 6-BOLT PATTERN FOUNDATION. SIGNAL

ENRIQUE BURGOS AT (804) 646-6337 FOR VERIFICATION.

OFFICE THE LOCATION OF ALL FIELD EQUIPMENT INCLUDING JUNCTION BOXES AND POLES PRIOR TO DRILLING. CONTACT

THE CONTRACTOR SHALL STAKE THE SIGNAL POLE LOCATION AND VERIFY WITH THE CITY OF RICHMOND TRAFFIC ENGINEERING

ICHMONDR

VIRGINIA

IMPROVEMENTS

JAHNKE ROAD

$FIL

EL

$

R

Technical


Project Engineer



Administrative


Deputy Director for




RICHMOND, VIRGINIA

CH2M HILL. INC.

CH2M HILL, INC.


DRAWN BY:


9/18/2018


QUANTITY SUMMARY SHEET



14(2)

L.S. EA.EA. EA. EA. EA. EA. EA. EA. L.S. L.S. EA. S.F. L.F. L.F. L.F. L.F. L.F. L.F. L.F. L.F. L.F. L.F. EA. EA. EA.EA. EA. EA. EA. EA. EA. EA. EA.

803 1071 458 196 415 415 288 125

UNITNO.

SHEET

TOTAL

INTERSECTION

14(3)FORESTVIEW SCHOOL DR

JAHNKE RD AT1 1 1 2 1 4 5 1 1 2 4 9 725 48 40 1 11 1 2 16 51

L.F. L.F.

38100

803 1071 458 196 415 415 288 1251 1 1 2 1 4 5 1 1 2 4 9 725 48 40 1 11 1 2 16 51 38100

SUMMARY NOTES

2. 5.6. 8.9. 3.4.7.7. 7. 7. 7. 7.

N.T.S.

1 1

EA. EA. LF. LF.

JU

NC

TIO

N

BO

X, J

B

S-3

3" P

VC

CO

ND

UIT

CIP: 040-291-8949

T38633001402.dgn

T

CO

MM

O

NW

EAL H OV

RG

N

I

F

IIA

PR

O

E

F

SSIONAL EN

G

NI

EE

R

Lic. No. 023201

SUSAN WITH

ENGINEER

Richmond, Virginia

CH2M

EA.

1

FIB

ER

OP

TIC S

PLIC

E

EA.

1

1

FIBER OPTIC INSTALL QUANTITIES

12 -

Sin

gle

Mode Fib

er Optic Cable

Gator Patc

h

12 -

Sin

gle

Mode Fib

er Optic Cable

55

10.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

LF.

50

TR

EN

CH

EX

CA

VA

TIO

N (S

TD. E

CI-1)

135

1 1 155 50 135

7.

INCLUDED IN THIS PAY ITEM IS THE COST FOR SPLICE TRAYS, PIGTAILS, JUMPERS, CABLE HOOKS, CONNECTOR PANELS AND TESTING.

INCLUDED IN THIS PAY ITEM IS THE LUMINAIRE AND LUMINAIRE ARM.

INCLUDED IN THIS BID ITEM IS THE COST FOR THE 3" CONDUIT.

INCLUDED IN THIS BID ITEM IS THE COST FOR A SAFETY SWITCH/BREAKER BOX

ELECTRICAL SERVICE GROUNDING ELECTRODE SHALL BE CONSIDERED INCIDENTAL TO CONCRETE FOUNDATIONS, JUNCTION BOXES, AND ELECTRICAL SERVICE.

INCLUDED IN THIS BID ITEM IS THE COST FOR A CONFLICT MONITOR, CONTROLLER PROGRAMMING FOR HARDWARE AND SOFTWARE.

INCLUDED IN THIS BID ITEM IS THE INSTALLATION OF THE SIGN, MOUNTING BRACKETS, AND MISCELLANEOUS HARDWARE.

THIS BID ITEM PROVIDES FOR ALL SIGNAL HEADS TO BE LED.

INCLUDED IN THIS BID ITEM ARE TUNNEL VISORS FOR ALL SIGNAL HEAD SECTIONS, BACKPLATES AND RETRO-REFLECTIVE STRIP.

INCLUDED IN THIS BID ITEM IS THE COST FOR THE DESIGN OF THE SIGNAL POLE FOUNDATIONS.

QUANTITIES SHOWN ARE APPROXIMATE ONLY. CONTRACTORS ARE RESPONSIBLE FOR MAKING THEIR OWN TAKE-OFFS AND COMPLETING THE PROJECT TO THE FULL INTENT OF THE PLAN.

CO

MM

UNI C

ATIO

N S

WIT

CH

(2

VID

EO IN

PU

TS)

VID

EO

DE

TE

CTIO

N

CA

ME

RA (F

OR

VID

EO

DE

TE

CTIO

N)

SUP

PL

Y C

ABIN

ET

UNIN

TE

RR

UP

TA

BLE

PO

WE

R

SUP

PL

Y B

AT

TE

RY

UN

NIN

TE

RR

UP

TA

BLE

PO

WE

R

UNIN

TE

RR

UP

TA

BLE

PO

WE

R

SUP

PL

Y

ELE

CT

RIC

AL S

ER

VIC

E (S

TD. S

E-7)

TR

EN

CH

EX

CA

VA

TIO

N (S

TD. E

CI-1)

2"

ME

TA

L C

ON

DUIT

2" P

VC

CO

ND

UIT

3" P

VC

CO

ND

UIT

BO

RE

D

CO

ND

UIT 3"

CA

TE

GO

RY 5e (C

AT 5e)

CA

BLE

#16/3

CO

ND

UC

TO

R

CA

BLE

#14/2

CO

ND

UC

TO

R

CA

BLE (S

HIE

LD

ED)

#14/3

CO

ND

UC

TO

R

CA

BLE

#14/7

CO

ND

UC

TO

R

CA

BLE

#8

CO

ND

UC

TO

R

CA

BLE

#8/2

CO

ND

UC

TO

R

CA

BLE

SIG

N P

AN

EL

AS

SE

MB

LY (S

TD. S

MD-2)

MAS

T

AR

M

SIG

N

MO

UN

TIN

G

(12" LE

D)

TR

AF

FIC SIG

NA

L

HE

AD

SE

CTIO

N

HA

NG

ER

AS

SE

MB

LY (S

TD. S

M-3)

JU

NC

TIO

N

BO

X (S

TD. J

B-S

2)

JU

NC

TIO

N

BO

X (S

TD. J

B-S

1)

(ST

D. S

P-8

LE

D)

PE

DE

ST

RIA

N SIG

NA

L

HE

AD

PE

DE

ST

RIA

N

AC

TU

ATIO

N (S

TD. P

A-2)

PE

DE

ST

AL P

OLE (S

TD. P

F-2)

CO

NC

RE

TE

FO

UN

DA

TIO

N

PE

DE

ST

AL P

OLE (S

TD. P

F-2, 9')

TE

ST

BO

RE

SIG

NA

L P

OLE (S

TD. P

F-8)

CO

NC

RE

TE

FO

UN

DA

TIO

N

SIG

NA

L P

OLE (S

TD. M

P-3, 15'

AR

M)

CO

MB. L

UMIN

AIR

E

SIG

NA

L P

OLE (S

TD. M

P-3, 15'

AR

M)

SIG

NA

L P

OLE (S

TD. M

P-3, 3

8'

AR

M)

CO

NT

RO

LLE

R

FO

UN

DA

TIO

N (S

TD. C

F-1)

CO

NT

RO

LLE

R

AN

D

CA

BIN

ET

RE

MO

VE

EXIS

TIN

G SIG

NA

L E

QUIP

ME

NT

126

126

SEOI

EOI

EOI

GT

GT

GT

T

6" W

// // // //

// // // // //

// // //

XX

// // // // //

// // // // //

// //

// // //

// //

X

// // //

X

X

38+00

39+00

// // // //

//

// // // // // // // // // // // // //

//

// // //

280+0

0

15"15"

15"

18"

15"

18"18"

15"

24"84'

159' 159'

115'

177'

94'

93' triple

x

91' trip

lex

92' d

uplex

X

X

s

44

45

J J

J

J

J

J

6

1

4 4

2

2

P2

P4

P4

P2

C JD

ZO

NE

VID

EO

DE

TE

CTIO

N

ZONEVIDEO DETECTION

3 3J

6

J

J

J

0

SCALE

15' 30'

Jahnke Rd.

02-6

PHASING DIAGRAM

Forestvie

w

School

Dr.

A

B

E

G

R

Y Y Y

R

G

Y

R

G

2, 4, 6, 8

HEADS1

HEADA

B

C

D

E

F

I

J

A

COUNTDOWN LED SIGNAL

VDOT ST'D. SP-8

P2, P4

HEADS

EXISTING SIGNALS

PROPOSED SIGNALS

PROPOSED SIGNS

10

A

POLE LEGEND

CABLE AND CONDUIT RUNS

CONSTRUCTION NOTES

S-1

S-1

S-2

CLEARANCER/W

PHASE

NEXT

1 2

CLEARANCE CHART

2 4

PHASE

6

COMBINATIONS

2-6

FLASHSIGNAL

2

4

6

W

G

G

P-2

P-4

G

G

G A

A

BLANK

BLANKW

DW

DW

DW

DW

W

DW

COLOR SEQUENCE CHART

01-6

1

HEAD

G A R R

G G G G

G DW DWWALK

WALK WALK WALK WALK

R

11

02

02

06

04

01

DW

DW

1-6

1 G G

1

DW

DW

G R A

D

G K

(9" X 15")

S-4

C

11

10

G

L

G G G

G A R

G G

R

R G

R R

G R CABLE AND CONDUIT RUNS

B

C

D

E

F

G

H

I

J

K

L

B

D

E

ICHMONDR


JAHNKE ROAD

$FIL

EL

$

R

Technical


Project Engineer



Administrative


Deputy Director for




RICHMOND, VIRGINIA

CIP: 040-291-8949

CH2M HILL. INC.

CH2M HILL, INC.


DRAWN BY:


HORIZ. 1"=30'

VERT. 1"=30'

DATE

9/18/2018


Vehicles

Watch For

START CROSSING

If Started

Finish Crossing

DON'T START

To Finish Crossing

TIME REMAINING

DON'T CROSS

PUSH BUTTON

TO CROSS

STEADY

TIMER

FLASHING

FFoorreessttvviieeww

SScchhooooll DDrr

JJaahhnnkkee RRdd

(78" X 18")

S-2

(78" X 24")

S-1

12

H

S-4

S-4

LIGHTING JUNCTION BOX

14(3)

PLAN SHEET



T36833001403.dgn

T

CO

MM

O

NW

EAL H OV

RG

N

I

F

IIA

PR

O

E

F

SSIONAL EN

G

NI

EE

R

Lic. No. 023201

SUSAN WITH

ENGINEER

Richmond, Virginia

CH2M

03-4

03

EXISTING DRIVEWAY

2, 3, 4, 6

HEADS

VIDEO DETECTION ZONE

G

3

3 R

G

G

3-4

DW

W

Y

R

G

YARROW

FLASHING

DW

W

A*

* DENOTES FLASHING INDICATION

BLANK BOXES DENOTE RED SIGNAL INDICATIONS

G

G

G

RG G G

G A

G A RR

G

G

A*

A*

GG A* YIELD

LEFT TURN

(24" X 30")

S-3

ON FLASHING

YELLOW

ARROW

S-3

M

12

M

12-SINGLE MODE FIBER OPTIC CABLE

1-2" PVC CONDUIT

ELECTRICAL SERVICE

1-8/2C CABLE FOR

1-2" METAL CONDUIT

11

VIDEO DETECTION: 11'

SIGNAL PLACEMENT: 8', 13'

FORESTVIEW SCHOOL DR

15' ARM 97 DEGREES TO

STA. 43+98.00, 47.00' RT

MAST ARM POLE, ST'D MP-3

STA. 44+56.00, 40.50' RT

9' PEDESTAL POLE, ST'D PF-2

SIGN PLACEMENT: 7.8'(S-1)

SIGNAL PLACEMENT: 3', 12.5'

15' ARM 90 DEGREES TO JAHNKE RD

STA. 44+80.00, 25.75' RT


VIDEO DETECTION: 11'

SIGN PLACEMENT: 4'(S-2)

SIGNAL PLACEMENT: 8.1', 13.1'

DPU TO PROVIDE LUMINAIRE POWER

TO JAHNKE RD

10' LUMINAIRE ARM 90 DEGREES

FORESTVIEW SCHOOL DR

15' ARM 90 DEGREES TO

STA. 44+45.50, 28.00' LT


COMBINATION LUMINAIRE

SIGN PLACEMENT: 19.7'(S-1), 38' (S-3)

SIGNAL PLACEMENT: 24.9', 35.9'

38' ARM 90 DEGREES TO JAHNKE RD

STA. 44+01.00, 40.25' LT


C

THE FIBER OPTIC SPLICE SHALL BE WITH THE "TED" FIBER OPTIC CABLE.

LABELED AS "DIT" AND "TED". THE "DIT" FO CABLE SHALL NOT BE DISTURBED.

OPTIC SPLICE ENCLOSURE, THERE ARE TWO EXISTING FIBER OPTIC CABLES

FOR NEW FIBER OPTIC CABLE SPLICE. NOTE: FOR THE EXISTING FIBER

THE SIGNAL CONTROLLER. USE EXISTING FIBER OPTIC SPLICE ENCLOSURE

USED FOR INTERCONNECTING THE NEW FIBER OPTIC DROP CABLE TO

EXISTING JUNCTION BOX WITH FIBER OPTIC SPLICE ENCLOSURE SHALL BE

NOTE: INCLUDE SAFETY SWITCH/BREAKER BOX.

INSTALL VDOT ST'D SE-7 ELECTRICAL SERVICE.

MOUNT DIRECTLY TO THE CONTROLLER CABINET

(UNINTERRUPTABLE POWER SUPPLY/UPS). THE UPS ASSEMBLY SHALL

SHALL INSTALL AN APPROVED BATTERY BACK-UP SYSTEM

INSTALL NEMA TS-2 GROUND-MOUNTED CABINET, THE CONTRACTOR

LIGHTING JUNCTION BOX

O

N

FOR LUMINAIRE POWER

1-3" BORED CONDUIT

FOR LUMINAIRE POWER

1-2" PVC CONDUIT

NN

O

1-#8 AWG EGC

2-14/7C FOR SIGNAL HEADS 1, 6

1-1" PVC CONDUIT (GROUND WIRE)

1-2" PVC CONDUIT

1-#8 AWG EGC

1-16/3C FOR VIDEO DETECTION

1-CAT 5e CABLE FOR VIDEO DETECTION

1-14/3C FOR PED HEAD P2

1-14/7C FOR SIGNAL HEADS 3


1-2" PVC CONDUIT

1-#8 AWG EGC





2-3" BORED CONDUIT (INCLUDES SPARE)

1-#8 AWG EGC

1-14/2C(S) FOR PED PUSHBUTTON

2-14/3C FOR PED HEADS P2, P4

1-2" PVC CONDUIT

1-#8 AWG EGC




2-14/3C FOR PED HEADS P2, P4

5-14/7C FOR SIGNAL HEADS 1, 2, 3, 4, 6

2-3" PVC CONDUIT

1-#8 AWG EGC




1-14/3C FOR PEAD HEAD P4

4-14/7C FOR SIGNAL HEADS 1, 2, 4, 6

1-3" PVC CONDUIT

1-#8 AWG EGC



1-2" PVC CONDUIT

1-#8 AWG EGC





3-14/7C FOR SIGNAL HEADS 1, 4, 6


1-#8 AWG EGC





3-14/7C FOR SIGNAL HEADS 1, 4, 6

1-2" PVC CONDUIT

1-#8 AWG EGC







1-2" PVC CONDUIT

1-#8 AWG EGC

2-14/7C FOR SIGNAL HEADS 1, 6


ICHMONDR

VIRGINIA

IMPROVEMENTS

JAHNKE ROAD

$FIL

EL

$

R

Technical


Project Engineer



Administrative


Deputy Director for




RICHMOND, VIRGINIA

CH2M HILL. INC.

CH2M HILL, INC.


DRAWN BY:


9/18/2018


N.T.S.

CIP: 040-291-8949

T38633001406.dgn 14(5)

OPTIC SPLICE DETAIL "A"

FOREST VIEW SCHOOL DRIVE - FIBER


Documents

INDEX OF SHEETS · Sheet 14(1): Updated General Notes to reflect revisions to Sheet 14(3) and current VDOT Standard Sheets. Sheet 4: Added entrance call outs to two entrances along