TX-07-TxDOT JUNCTION BOX W MANHOLE ACCESS STANDARDS€¦ · project are described as follows:...

1.

GENERAL NOTES:

All construction shall be in accordance with the City of Round Rock Standard Specifications Manual.

2. Any existing utilities, pavement, curbs, sidewalks, structures, trees, etc., not planned for destruction

or removal that are damaged or removed shall be repaired or replaced at the Contractor's expense.

3. The Contractor shall verify all depths and locations of existing utilities prior to any construction. Any

discrepancies with the construction plans found in the field shall be brought immediately to the

attention of the Engineer who shall be responsible for revising the plans as appropriate.

4. Manhole frames, covers, valves, cleanouts, etc. shall be raised to finished grade prior to final paving

construction or seeding/sodding.

5. The Contractor shall give the City of Round Rock 48 hours notice before beginning each phase of

construction.

6. All areas disturbed or exposed during construction shall be revegetated in accordance with the plans

and specifications. Revegetation of all disturbed or exposed areas shall consist of sodding.

The type of revegetation must equal or exceed and be in kind with the type of vegetation present

7. Prior to any construction, the Contractor shall convene a pre-construction conference between the City

of Round Rock, himself, other utility companies, any affected parties and any other entity the City

may require.

8. The Contractor shall keep accurate records of all construction that deviates from the plans and shall

furnish the City of Round Rock accurate "As-Built" drawings following completion of all construction.

These "As-Built" drawings shall meet with the satisfaction of the City prior to final acceptance.

9. When construction is being carried out within easements, the Contractor shall confine his work to

within the permanent and any temporary easements. Prior to final acceptance, the Contractor shall

be responsible for removing all trash and debris within the permanent and temporary easements.

Clean-up shall be to the satisfaction of the City.

10. Prior to any construction, the Contractor shall apply for and secure all proper permits from the

appropriate authorities.

11. Available benchmarks (NAD 83 Datum) that may be utilized for the construction of this

project are described as follows:

T.B.M. "A"

T.B.M. "B"

T.B.M. "C"

1.

TRENCH SAFETY NOTES:

In accordance with the Laws of the State of Texas and the U.S. Occupational Safety and Health

Administration regulations, all trenches over 5 feet in depth in either hard and compact or soft and

unstable soil shall be sloped, shored, sheeted, braced or otherwise supported. Furthermore, all

trenches less than 5 feet in depth shall also be effectively protected when hazardous ground

movement may be expected. Trench safety systems to be utilized for this project (shall be provided

by the contractor).

2. In accordance with the U.S. Occupational Safety and Health Administration regulations, when

persons are in trenches 4 feet deep or more, adequate means of exit, such as a ladder or steps,

must be provided and located so as to require no more than 25 feet of lateral travel.

3. If trench safety system details were not provided in the plans because trenches were anticipated to

be less than 5 feet in depth and during construction it is found that trenches are in fact 5 feet or more

in depth or trenches less than 5 feet in depth are in an area where hazardous ground movement is

expected, all construction shall cease, the trenched area shall be barricaded and the City

notified immediately. Construction shall not resume until appropriate trench safety system details, as

designed by a professional engineer, are retained and copies submitted to the City of Round Rock.

1.

STREET AND DRAINAGE NOTES:

All testing shall be done by an independent laboratory at the Owner's expense. Any retesting shall

be paid for by the Contractor. A City inspector shall be present during all tests. Testing shall be

coordinated with the City inspector and he shall be given a minimum of 24 hours notice prior to any

testing.

2. Backfill behind the curb shall be compacted to obtain a minimum of 95% maximum density to

within 3" of top of curb. Material used shall be primarily granular with no rocks larger than 6" in the

greatest dimension. The remaining 3" shall be clean topsoil free from all clods and suitable for

sustaining plant life.

3. Depth of cover for all crossings under pavement including gas, electric, telephone, cable tv, water

services, etc., shall be a minimum of 30" below subgrade unless otherwise approved by the City.

4. Street rights-of-way shall be graded at a slope of 1/4" per foot toward the curb unless otherwise

indicated.

5. Barricades built to City of Round Rock standards shall be constructed on all dead-end streets and

as necessary during construction to maintain job and public safety.

6. All R.C.P. shall be minimum class III.

1.

WATER AND WASTEWATER:

Pipe material for water mains shall be PVC (AWWA C-900, min. class 200), or Ductile Iron (AWWA

C-100, min. class 200). Water services (2" or less) shall be polyethylene tubing (black, 200 psi, DR 9).

2. Pipe material for pressure wastewater mains shall be PVC (AWWA C-900, min. class 150), or

Ductile Iron (AWWA C-100, min. class 200). Pipe material for gravity wastewater mains shall be PVC

(ASTM D2241 or D3034, max. DR-26), or Ductile Iron (AWWA C-100, min. class 200).

3. Unless otherwise accepted by the City, depth of cover for all lines out of the pavement shall

be 42" min., and depth of cover for all lines under pavement shall be a min. of 30" below subgrade.

4. All fire hydrant leads shall be ductile iron pipe (AWWA C-100, min. class 200).

5. All iron pipe and fittings shall be wrapped with minimum 8-mil polyethylene and sealed with duct tape

or equal accepted by the City Engineer.

6. The Contractor shall contact the City Inspector to coordinate utility tie-ins and notify him at least 48

hours prior to connecting to existing lines.

7. All manholes shall be concrete with cast iron ring and cover. All manholes located outside of the

pavement shall have bolted covers. Tapping of fiberglass manholes shall not be allowed.

8. The Contractor must obtain a bulk water permit or purchase and install a water meter for all water

used during construction. A copy of this permit must be carried at all times by all who use water.

9. Line flushing or any activity using a large quantity of water must be scheduled with the Water &

Wastewater Superintendent through the Inspector.

10. The Contractor, at his expense, shall perform sterilization of all potable water lines constructed and

shall provide all equipment (including test gauges), supplies (including concentrated chlorine dis-

infecting material), and necessary labor required for the sterilization procedure. The sterilization

procedure shall be monitored by City of Round Rock personnel. Water samples will be collected by

the City of Round Rock to verify each treated line has attained an initial chlorine concentration of

50 ppm. Where means of flushing is necessary, the Contractor, at his expense, shall provide flushing

devices and remove said devices prior to final acceptance by the City of Round Rock.

11. Sampling taps shall be brought up to 3 feet above grade and shall be easily accessible for City

personnel. At the Contractor's request, and in his presence, samples for bacteriological testing will be

collected by the City of Round Rock not less than 24 hours after the treated line has been flushed of

the concentrated chlorine solution and charged with water approved by the City. The Contractor shall

supply a check or money order, payable to the City of Round Rock, to cover the fee charged for

testing each water sample. City of Round Rock fee amounts may be obtained by calling the Inspector.

12. The Contractor, at his expense, shall perform quality testing for all wastewater pipe installed and

pressure pipe hydrostatic testing of all water lines constructed and shall provide all equipment

(including pumps and gauges), supplies and labor necessary to perform the tests. Quality and

pressure testing shall be monitored by City of Round Rock personnel.

13. The Contractor shall coordinate testing with the City Inspector and provide no less than 24 hours

notice prior to performing sterilization, quality testing or pressure testing.

14. The Contractor shall not open or close any valves unless authorized by the City of Round Rock.

15. All valve boxes and covers shall be cast iron.

16. All water service, wastewater service and valve locations shall be appropriately marked as follows:

water service

wastewater service

valve

"W" on top of curb

"S" on top of curb

"V" on face of curb

Tools for marking the curb shall be provided by the Contractor. Other appropriate means of marking

service and valve locations shall be provided in areas without curbs. Such means of marking shall be

as specified by the Engineer and accepted by the City of Round Rock.

17. Contact DIG TESS @ (800) 344-8377 for existing utility locations.

18. Sand, as described in Specification Item 510 pipe, shall not be used as bedding for water and

wastewater lines. Acceptable bedding materials are pipe bedding stone, pea gravel and in lieu of

sand, a naturally occurring or manufactured stone material conforming to ASTM C33 for stone

quality and meeting the following gradation specifications:

Sieve Size

1/2"

3/8"

Percent Retained by Weight

0

0 - 2

#4

#10

40 - 85

95 - 100

19. The Contractor is hereby notified that connecting to, shutting down, or terminating existing utility lines

may have to occur at off-peak hours. Such hours are usually outside normal working hours and

possibly between 12 a.m. and 6 a.m.

20. All wastewater construction shall be in accordance with the Texas Commission on Environmental

Quality (TCEQ) Regulations. 30 TAC Chapter 213 and 317, as applicable. Whenever TCEQ and

City of Round Rock Specifications conflict, the more stringent shall apply.

1.

TRAFFIC MARKING NOTES:

Any methods, street makings and signage necessary for warning motorist, warning pedestrians or

diverting traffic during construction shall conform to the Texas Manual of Uniform Traffic Control

Devices for Streets and Highways, latest edition.

2. All pavement markings, markers, paint, traffic buttons, traffic controls and signs shall be installed in

accordance with the Texas Department of Transportation Standard Specifications for Construction of

Highways, Streets and Bridges and the Texas Manual of Uniform Traffic Control Devices for Streets

and Highways, latest editions.

1.

EROSION AND SEDIMENTATION CONTROL NOTES:

Erosion control measures, site work and restoration work shall be in accordance with the City of

Round Rock Erosion and Sedimentation Control Ordinance.

2. All slopes shall be sodded with approved grass, grass mixtures or ground cover suitable

to the area and season in which they are applied.

3. Silt fences, rock berms, sedimentation basins and similarly recognized techniques and materials

shall be employed during construction to prevent point source sedimentation loading of downstream

facilities. Such installation shall be regularly inspected by the City of Round Rock for effectiveness.

Additional measures may be required if, in the opinion of the City, they are warranted.

4. All temporary erosion control measures shall not be removed until final inspection and approval of

the project by the City. It shall be the responsibility of the Contractor to maintain all temporary

erosion control structures and to remove each structure as approved by the City.

5. All mud, dirt, rocks, debris, etc., spilled, tracked or otherwise deposited on existing paved streets,

drives and areas used by the public shall be cleaned up immediately.

Station

740.95'

748.62'

751.29'

Elevation Description

RR Spike in Power Pole

Top of most Southern Bolt on Fire Hydrant

Top of most Eastern Bolt on Fire Hydrant

LEGEND

8" WW PROPOSED WASTEWATER LINE

EXISTING WASTEWATER LINE (TO REMAIN)

EXISTING WATER LINE (TO REMAIN)

EXISTING WASTEWATER LINE (TO BE ABANDONED)

EXISTING UNDERGROUND ELECTRICAL CABLE

EXISTING UNDERGROUND FIBER OPTIC CABLE

EXISTING GAS LINE

EXISTING OVERHEAD ELECTRICAL CABLE

EXISTING UNDERGROUND TELEPHONE CABLE

RIGHT-OF-WAY/PROPERTY LINE

PUBLIC UTILITY EASEMENT LINE

TEMPORARY CONSTRUCTION EASEMENT LINE

EXISTING CREEK/DITCH FLOWLINE

PROPOSED MANHOLE

C

PROPOSED CLEAN-OUT

EXISTING EDGE OF ASPHALT PAVEMENT

BENCHMARK

EXISTING ELECTRICL BOX

EXISTING FIRE HYDRANT

EXISTING FLAG POLE

EXISTING GAS METER

EXISTING GUY WIRE

IRON PIN FOUND

EXISTING LIGHT POLE

EXISTING MAIL BOX

EXISTING MANHOLE

TxDOT MONUMENT

EXISTING POWERPOLE

EXISTING STREET SIGN

EXISTING TELEPHONE RISER BOX

EXISTING WATER METER

EXISTING WATER VALVE

EXISTING EDGE OF TREE DRIPLINE

before construction.

APPROVED BY

DESIGNED BY

DRAWN BY

PROJECT NO.

DATE

ROUND ROCK, TEXAS

14-140

Bruce Richardson

DOVE CREEK DRAINAGE IMPROVEMENT

This document is realeased for

the purpose of interim review

under the authority of

Michael C. Newman, P.E. 64936

on

Jan 20, 2015

it is not to be used for

construction, bidding or permit

purposes.

BYREVISIONDATENO.

© 2015 Kasberg, Patrick & Associates, LP

KPA Firm Registration Number F-510

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GEORGETOWN, TEXAS 78626

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APPROVED BY

DESIGNED BY

DRAWN BY

PROJECT NO.

DATE

Michael Cary Newman, P.E.

ROUND ROCK, TEXAS14-140

Bruce Richardson DOVE CREEK DRAINAGE IMPROVEMENT

This document is realeased forthe purpose of interim review

under the authority ofMichael C. Newman, P.E. 64936

onJan 20, 2015

it is not to be used forconstruction, bidding or permit

purposes.

STA T E O F T E XA S

PROF E S S I ONA L E NGINE ER

GETSI ERE

R D

MICHAEL CARY NEWMAN64936

STA T E O F T E XA S

PROF E S S I ONA L E NGINE ER

BYREVISIONDATENO.

© 2015 Kasberg, Patrick & Associates, LPKPA Firm Registration Number F-510

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PROJECT NO.

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14-140

Bruce Richardson






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Jan 20, 2015



purposes.

BYREVISIONDATENO.



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ROUND ROCK, TEXAS

14-140

Bruce Richardson






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BYREVISIONDATENO.



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ROUND ROCK, TEXAS

14-140

Bruce Richardson






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BYREVISIONDATENO.



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APPROVED BY

DESIGNED BY

DRAWN BY

PROJECT NO.

DATE

ROUND ROCK, TEXAS

14-140

Bruce Richardson






on

Jan 20, 2015



purposes.

BYREVISIONDATENO.



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A

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100 200

722

724

728

732

736

1+00 2+00 3+00 4+00

69.51 LF

O

F

36" R

C

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1.47%

1

6

0

.0

4

L

F

O

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"

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.5

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1

4

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.6

5

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R

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.5

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78.36 LF

O

F

36" R

C

P

@

1.47%

EXISTING GROUND

MA

TC

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OIN

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730

732

736

740

744

5+00 6+00 6+75

EXISTING 8" WASTEWATER LINE

20.03 LF OF

36" RCP @ 1.47%

30.31 LF OF

36" RCP @ 2.50%

APPROX. EXIST. WATERLINE

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STORMSEWER

STORMSEWER PLAN AND PROFILE - BEGIN TO STA 6+00

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SHEET NO.

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04 SHEETS

APPROVED BY

DESIGNED BY

DRAWN BY

PROJECT NO.

DATE

ROUND ROCK, TEXAS

14-140

Bruce Richardson






on

Jan 20, 2015



purposes.

25 LF ROCK BERM


EXISTING 8" WATER LINE

R

A

B

B

I

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N

D

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EH

A

V

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MITER PIPE END TO MATCH

EXISTING CONCRETE RIPRAP

15' ROCK RIPRAP

8"-12" MIN 12" DEEP

TBM "A"

SAW CUT, REMOVE AND REPLACE

CONCRETE RIPRAP TO MATCH

EXISTING, INCLUDING TOE; DOWEL

INTO EXISTING RIPRAP AROUND

EDGES MITER PIPE TO SLOPE

8

'

CONTRACTOR SHALL VERIFY DEPTH

OF WATER AND WASTEWATER

SERVICES; IF CONFLICT WITH

PROPOSED STORM SEWER,

SERVICES SHALL BE ADJUSTED

EXISTING 2 - 30" DIA. RCP

FL= 727.34 (OUT)

CONTRACTOR SHALL STAKE PROPOSED PIPE

OUTFALL AND OBTAIN APPROVAL FROM THE

CITY PRIOR TO EXCAVATION

NOTE:

THE BID FORM CONTAINS PROVISIONS FOR SUBSTITUTING

POLYPROPYLENE PIPE, WYES AND BENDS IN LIEU OF

REINFORCED CONCRETE PIPE (RCP), WYES AND BENDS. IF

SELECTED BY THE CITY, POLYPROPYLENE PIPE, WYES AND

BENDS SHALL BE HP STORM PIPE AS MANUFACTURED BY ADS,

INC., OR APPROVED EQUAL. WHERE INTEGRAL BELL AND SPIGOT

JOINTS ARE NOT PRESENT AT ONE OR BOTH ENDS OF A

POLYPROPYLENE BEND OR WYE FITTING, MARMAC COUPLINGS

SHALL BE PROVIEDED, OR APPROVED EQUAL. ALL

POLYPROPYLENE PIPE AND FITTINGS SHALL BE INSTALLED IN

ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS.

ALL STORMSEWER BENDS AND

WYES SHALL BE PRE-FABRICATED

CONTRACTOR SHALL VERIFY DEPTH AND/OR LOCATION OF

WATER LINE PRIOR TO STORM SEWER CONSTRUCTION; IF

CONFLICT WITH PROPOSED STORM SEWER, CONTRACTOR

SHALL ADJUST IN ACCORDANCE WITH THE DETAILS IN THE

DRAWINGS.

A

A

CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF

WASTEWATER MAIN PRIOR TO CONSTRUCTION; IF CONFLICT

WITH PROPOSED STORM SEWER, CONTRACTOR SHALL

INFORM THE CITY AND OBTAIN DIRECTION FROM THE CITY

PRIOR TO PROCEEDING WITH CONSTRUCTION.

B

B

80.9

9 L

F O

F

36" R

CP

@

1.0

9%

108.81 L

F OF

30" RCP @

0.40%

78.36 LF OF

36" RCP @ 1.47%

EXISTING 6" WATER LINEEXISTING GROUND


115.0

3 L

F O

F

36" R

CP

@

1.0

9%

732

736

740

744

748

732

736

740

744

748

6+00 7+00 8+00 9+00 10+00 11+00 11+50

36.1

0 L

F O

F

36"

RC

P @

0.7

0%

MA

TC

H L

IN

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+1

4

5+

00

6+007+00

8+00 9+00 10+0011+00 11+46

1+

00

BYREVISIONDATENO.



Plot Date:

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Plotted By:

BRICHARDSON

STORMSEWER

STORMSEWER PLAN AND PROFILE - STA 6+00 TO END

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APPROVED BY

DESIGNED BY

DRAWN BY

PROJECT NO.

DATE

ROUND ROCK, TEXAS

14-140

Bruce Richardson






on

Jan 20, 2015



purposes.


EXISTING 6" WATER LINE

DOVE HAVEN

DO

VE

CR

EE

K

TBM "B"

CONTRACTOR SHALL VERIFY DEPTH AND/OR LOCATION OF

WATER AND WASTEWATER SERVICES AND/OR WATERLINE

PRIOR TO STORM SEWER CONSTRUCTION; IF CONFLICT


ADJUST IN ACCORDANCE WITH THE DETAILS IN THE

DRAWINGS.

A

A

A

B

A

B

A

8'

ALL STORMSEWER BENDS AND

WYES SHALL BE PRE-FABRICATED

0


20 40

0

VERTICAL SCALE IN FEET

2 4

NOTE:

THE BID FORM CONTAINS PROVISIONS FOR

SUBSTITUTING POLYPROPYLENE PIPE, WYES

AND BENDS IN LIEU OF REINFORCED

CONCRETE PIPE (RCP), WYES AND BENDS. IF

SELECTED BY THE CITY, POLYPROPYLENE PIPE,

WYES AND BENDS SHALL BE HP STORM PIPE AS

MANUFACTURED BY ADS, INC., OR APPROVED

EQUAL. WHERE INTEGRAL BELL AND SPIGOT

JOINTS ARE NOT PRESENT AT ONE OR BOTH

ENDS OF A POLYPROPYLENE BEND OR WYE

FITTING, MARMAC COUPLINGS SHALL BE

PROVIEDED, OR APPROVED EQUAL. ALL

POLYPROPYLENE PIPE AND FITTINGS SHALL BE

INSTALLED IN ACCORDANCE WITH

MANUFACTURER RECOMMENDATIONS.


WASTEWATER MAIN PRIOR TO CONSTRUCTION; IF CONFLICT


INFORM THE CITY AND OBTAIN DIRECTION FROM THE CITY

PRIOR TO PROCEEDING WITH CONSTRUCTION.

B


WATERLINE PRIOR TO CONSTRUCTION; IF CONFLICT WITH

PROPOSED STORM SEWER, CONTRACTOR SHALL INFORM

THE CITY AND OBTAIN DIRECTION FROM THE CITY PRIOR TO

CONSTRUCTION OF DH-LAT-01, STM-INLET-01, AND

STM-MAIN-STUB-01.

C

B

C

C

INSTALL MANUFACTURER'S

RECOMMENDED AND SUPPLIED

STOPPER OR PLUG

INSTALL MANUFACTURER'S

RECOMMENDED AND SUPPLIED

STOPPER OR PLUG

A

PROFILE VIEW

PR-DC-STM-MAIN

732

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0+00 1+00 2+00 3+00 4+00

ST

M-D

C-W

YE

-02

ST

A 1+

55.15

30'' FL= 741.72± (OUT)

18'' FL= 742.72± (IN)

ST

M-D

C-W

YE

-01

ST

A 1+

43.61

18'' FL= 742.63± (IN)

30'' FL= 741.63± (IN)

30'' FL= 741.63± (OUT)

11.54 LF OF

30" RCP @ 0.80%

41.11 LF OF

30" RCP @ 0.80%

ST

M-JU

NC

-02

ST

A 8+

81.66

30'' FL= 741.30± (IN)

36'' FL= 740.80± (OUT)

30'' FL= 741.30± (IN)

APPROVED BY

DESIGNED BY

DRAWN BY

PROJECT NO.

DATE

ROUND ROCK, TEXAS

14-140

Bruce Richardson






on

Jan 20, 2015



purposes.

BYREVISIONDATENO.



Plot Date:

4/16/2015 4:18:21 PM

Plotted By:

BRICHARDSON

STORMSEWER

DOVE CREEK STORMSEWER PROFILE

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PROFILE VIEW

DH-LAT-02

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PROFILE VIEW

DC-LAT-01

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1+00 2+00

PROFILE VIEW

DC-LAT-02

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1+00 2+00

ST

M-D

C-IN

LE

T-02

ST

A 1+

61.51

18'' FL= 743.74± (OUT)

34.58 LF OF

18" RCP @ 3.20%

ST

M-D

C-IN

LE

T-01

ST

A 1+

61.51

18'' FL= 743.09± (OUT)

11.89 LF OF

18" RCP @ 3.10%

17.97 LF OF

18" RCP @ 3.06%

ST

M-IN

LE

T-01

ST

A 6+

60.04

18'' FL= 740.45± (OUT)

ST

M-IN

LE

T-02

ST

A 8+

58.04

18'' FL= 742.29± (OUT)

24.62 LF OF

18" RCP @ 1.00%

ST

M-IN

LE

T-03

ST

A 10+

05.04

18'' FL= 743.50± (OUT)

23.14 LF OF

18" RCP @ 3.30%

PROFILE VIEW

STM-MAIN-STUB-01

728

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1+00 2+00

ST

M-W

YE

-01

ST

A 6+

47.04

36'' FL= 738.40± (IN)

36'' FL= 738.40± (OUT)

18'' FL= 739.90± (IN)

ST

M-W

YE

-04

ST

A 9+

92.97

18'' FL= 742.74± (IN)

30'' FL= 741.74± (OUT)

ST

M-S

TU

B-01

ST

A 7+

75.07

18'' FL= 741.52± (OUT)

18.38 LF OF

18" RCP @ 1.98%

ST

M-W

YE

-02

ST

A 7+

62.07

36'' FL= 739.66± (IN)

36'' FL= 739.66± (OUT)

18'' FL= 741.16± (IN)




ST

M-D

C-W

YE

-02

ST

A 1+

55.15

30'' FL= 741.72± (OUT)

18'' FL= 742.72± (IN)

ST

M-D

C-W

YE

-01

ST

A 1+

43.61

18'' FL= 742.63± (IN)

30'' FL= 741.63± (IN)

30'' FL= 741.63± (OUT)

ST

M-W

YE

-03

ST

A 8+

43.06

36'' FL= 740.54± (OUT)

36'' FL= 740.54± (IN)

18'' FL= 742.04± (IN)

APPROVED BY

DESIGNED BY

DRAWN BY

PROJECT NO.

DATE

ROUND ROCK, TEXAS

14-140

Bruce Richardson






on

Jan 20, 2015



purposes.

BYREVISIONDATENO.



Plot Date:

4/16/2015 4:18:35 PM

Plotted By:

BRICHARDSON

STORMSEWER

STORMSEWER LATERAL PROFILES

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04 SHEETS

BYREVISIONDATENO.



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DESIGNED BY

DRAWN BY

PROJECT NO.

DATE

ROUND ROCK, TEXAS

14-140

Bruce Richardson






on

Jan 20, 2015



purposes.

BYREVISIONDATENO.



Plot Date:

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CITY OF ROUND ROCK STANDARD DETAILS

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APPROVED BY

DESIGNED BY

DRAWN BY

PROJECT NO.

DATE

ROUND ROCK, TEXAS

14-140

Bruce Richardson






on

Jan 20, 2015



purposes.

BYREVISIONDATENO.



Plot Date:

4/16/2015 4:18:47 PM

Plotted By:

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APPROVED BY

DESIGNED BY

DRAWN BY

PROJECT NO.

DATE

ROUND ROCK, TEXAS

14-140

Bruce Richardson






on

Jan 20, 2015



purposes.

BYREVISIONDATENO.



Plot Date:

4/16/2015 4:18:53 PM

Plotted By:

BRICHARDSON


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SHEET NO.

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APPROVED BY

DESIGNED BY

DRAWN BY

PROJECT NO.

DATE

ROUND ROCK, TEXAS

14-140

Bruce Richardson






on

Jan 20, 2015



purposes.

BYREVISIONDATENO.



Plot Date:

4/16/2015 4:18:57 PM

Plotted By:

BRICHARDSON


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•

•

APPROVED BY

DESIGNED BY

DRAWN BY

PROJECT NO.

DATE

ROUND ROCK, TEXAS

14-140

Bruce Richardson






on

Jan 20, 2015



purposes.

BYREVISIONDATENO.



Plot Date:

4/16/2015 4:19:03 PM

Plotted By:

BRICHARDSON


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D-05 OF

07 SHEETS

APPROVED BY

DESIGNED BY

DRAWN BY

PROJECT NO.

DATE

ROUND ROCK, TEXAS

14-140

Bruce Richardson






on

Jan 20, 2015



purposes.

BYREVISIONDATENO.



Plot Date:

4/16/2015 4:19:07 PM

Plotted By:

BRICHARDSON


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SHEET NO.

D-06 OF

07 SHEETS

AC Pipe Removal and Disposal

The following notes are guidelines provided for any Bid Item related to the removal and disposal ofasbestos cement (AC) pipe; but shall not be considered as specifications for removal:

The removal and/or disturbance of AC pipe and other asbestos containing materials (ACM) relatedto the AC pipe removal is governed by the National Emissions Standards for Hazardous AirPollutants (NESHAP) and the Occupational Safety and Health Administration (OSHA). NESHAPregulations apply to projects when at least 260 linear feet or 35 cubic feet or 160 square feet of ACmaterial becomes or will become “regulated asbestos containing material” or RACM.

It is the intent of this project that the quantity of AC pipe removal and disposal remain below the260 linear foot threshold and that AC pipe be removed at the nearest joint and intact so that thequantity and character of disturbance to ACM is below the threshold amount of RACM.

Removal, Handling, and Disposal Notes:• The Contractor shall remove, seal, transport and dispose of all impacted ACM in

compliance with all current Federal, State, and local regulations, laws, ordinances, rules,standards and regulatory agency requirements. Asbestos disturbance and/or removalactivities shall be conducted by properly trained, accredited, and licensed personnel usingproper personal protective equipment. Any required notifications and payment of feesshall be the responsibility of the Contractor.

• Removal and handling shall be accomplished by an abatement contractor accredited withthe Texas Department of Health (TDH) and the Contractor shall remove ACM withmethods approved by the TDH, EPA and OSHA, as applicable.

• The Contractor has sole and primary responsibility for the “means and/or methods” of thework, for the inspection of the work at all stages, and for the supervision of theperformance of the work.

• The Contractor shall notify the City at least 72 hours prior to beginning removal and/ordisturbance of AC pipe.

• No overnight or unsecured on-site storage of removed AC pipe shall be permitted.• The Contractor shall be responsible for the transport and disposal of ACM to a duly

licensed landfill facility permitted to accept asbestos containing waste material (ACWM). The Contractor shall be responsible for obtaining and coordinating waste disposalauthorization. Waste manifests shall be used to transport the AC pipe from the projectsite to the final landfill disposal site. Transport shall be performed by a registeredtransporter. The Contractor shall sign manifests as the generator of the AC pipe and shallprovide copies to the city prior to request for final payment for the related Bid Item.

APPROVED BY

DESIGNED BY

DRAWN BY

PROJECT NO.

DATE

ROUND ROCK, TEXAS

14-140

Bruce Richardson






on

Jan 20, 2015



purposes.

BYREVISIONDATENO.



Plot Date:

4/16/2015 4:19:15 PM

Plotted By:

BRICHARDSON


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SHEET NO.

D-07 OF

07 SHEETS

http://www.txdot.gov

APPROVED BY

DESIGNED BY

DRAWN BY

PROJECT NO.

DATE

ROUND ROCK, TEXAS

14-140

Bruce Richardson






on

Jan 20, 2015



purposes.

BYREVISIONDATENO.



Plot Date:

4/16/2015 4:19:25 PM

Plotted By:

BRICHARDSON

TXDOT BARRICADE STANDARDS

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APPROVED BY

DESIGNED BY

DRAWN BY

PROJECT NO.

DATE

ROUND ROCK, TEXAS

14-140

Bruce Richardson






on

Jan 20, 2015



purposes.

BYREVISIONDATENO.



Plot Date:

4/16/2015 4:19:34 PM

Plotted By:

BRICHARDSON


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APPROVED BY

DESIGNED BY

DRAWN BY

PROJECT NO.

DATE

ROUND ROCK, TEXAS

14-140

Bruce Richardson






on

Jan 20, 2015



purposes.

BYREVISIONDATENO.



Plot Date:

4/16/2015 4:19:44 PM

Plotted By:

BRICHARDSON


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APPROVED BY

DESIGNED BY

DRAWN BY

PROJECT NO.

DATE

ROUND ROCK, TEXAS

14-140

Bruce Richardson






on

Jan 20, 2015



purposes.

BYREVISIONDATENO.



Plot Date:

4/16/2015 4:19:54 PM

Plotted By:

BRICHARDSON


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APPROVED BY

DESIGNED BY

DRAWN BY

PROJECT NO.

DATE

ROUND ROCK, TEXAS

14-140

Bruce Richardson






on

Jan 20, 2015



purposes.

BYREVISIONDATENO.



Plot Date:

4/16/2015 4:20:03 PM

Plotted By:

BRICHARDSON

TXDOT TCP STANDARDS

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SHEET NO.

TX-05 OF

07 SHEETS

DN: CK: DW: CK:FILE:

JOB

COUNTY

SECT

DIST

REVISIONS

HIGHWAY

SHEET NO.

CONT

COMBINATIONS OF GRADE

ADJUSTMENT RINGS AS REQ'D

BB

SECTION

A-A

B

A

C

WW

W W

W W

32" DIA

DIA

DIADIA

32" DIA RING & COVER

PRM

PRECAST ROUND MANHOLE

HL93 LOADING

0.11 in²/ft EACH

DIRECTION TYP

GENERAL NOTES:

FABRICATION NOTES:

INSTALLATION NOTES:

AA

32" DIA

W WDIA

SECTION B-B

PLAN VIEW "A"

PLAN VIEW "B"

ROUND REDUCED RISER OPTION

SHOWING FLAT SLAB TOP

ROUND RISER OPTION

SHOWING CONE

SIZE (DIA) 48 in

W 5 in

MAX DEPTH 25 ft

A (EACH WAY) 0.22 in²/ft

B (EACH WAY) N/A

C (EACH WAY) 0.24 in²/ft

BH MIN 12 in

TS 9 in

RS N/A

REDUCED RISER DIA N/A

MAX HOLE DIA 32 in

60 in 72 in

6 in 7 in

25 ft 25 ft

0.30 in²/ft 0.45 in²/ft

0.37 in²/ft 0.62 in²/ft

0.46 in²/ft 0.46 in²/ft

36 in 36 in

9 in 9 in

9 in 12 in

48 in 48/60 in

40 in 54 in

SHRINKAGE/TEMPERATURE

WHEN REQUIRED. SEE

FABRICATION NOTE 3.

SHRINKAGE/TEMPERATURE WHEN

REQUIRED. SEE FABRICATION NOTE 3.

1. Provide Class "H" concrete in accordance with

Item 421 and having a minimum compressive

strength of 5,000 psi.

2. Provide Grade 60 reinforcing steel or equivalent

area of WWR. Provide circumferential reinforcing

steel in vertical walls of base, riser and cone in

accordance with ASTM C478.

3. Slabs with a thickness of 8" or greater require

shrinkage and temperature reinforcing steel.

Provide steel area = 0.11 in²/ft each way.

4. Manufacture base and risers to nearest 3"

increment.

5. Design tongue and groove joints for full closure

on both shoulders. Minimum spigot depth is ¾".

6. Provide lifting devices in conformance with

Manufacturer's recommendations.

7. Provide cast iron solid cover, unless noted

otherwise elsewhere in the plans.

1. Cones may be concentric or eccentric. Reduction

cones are acceptable. See Manufacturer for cone

dimensions.

2. Inverts (benching) to be provided by Contractor.

Concrete or mortar used for invert is subsidiary

to this item.

3. Seal tongue and groove joints with preformed or

bulk mastic in conformance with Manufacturer's

recommendations. Tongue and groove joints may

be grouted no more than 1" between each section,

or ½ the joint depth, whichever is greater.

4. Do not grout rubber gasket joints without

Manufacturer's recommendation.

5. Initial installation of grade adjustment rings is

limited to 1'-0" Max as shown.

6. Grade adjustment rings may be increased to 2'-0"

Max when future construction affects final grade

of structure. Make adjustments greater than 2'-0"

with additional risers. Adjustments may be made

up to the Max depth shown. Structure must be

evaluated if Max depth will be exceeded.

1. Designed according to ASTM C478.

2. Payment for manhole is per Item 465, "Junction Boxes,

Manholes, and Inlets" by type and size.

3. Pipe OD + placement tolerance must be equal or less

than Max hole diameter. For rigid pipe, placement

tolerance is 4" Max, 2" Min. For flexible pipe,

consult boot/seal manufacturer's specification for

placement tolerance.

Cover dimensions are clear dimensions, unless noted

otherwise.

APPROVED BY

DESIGNED BY

DRAWN BY

PROJECT NO.

DATE

ROUND ROCK, TEXAS

14-140

Bruce Richardson






on

Jan 20, 2015



purposes.

BYREVISIONDATENO.



Plot Date:

4/16/2015 4:20:08 PM

Plotted By:

BRICHARDSON

TXDOT PRM STANDARD

FIL

E: P

:\R

ound R

ock\2014\14-xxx D

ove S

prings\C

AD

\P

lans\w

orking plan set\R

OA

DW

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\T

X-06.dw

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: 2/17/2015 5:48:29 P

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SHEET NO.

TX-06 OF

07 SHEETS

APPROVED BY

DESIGNED BY

DRAWN BY

PROJECT NO.

DATE

ROUND ROCK, TEXAS

14-140

Bruce Richardson






on

Jan 20, 2015



purposes.

BYREVISIONDATENO.



Plot Date:

4/16/2015 4:20:18 PM

Plotted By:

BRICHARDSON

TXDOT JUNCTION BOX WITH MANHOLE ACCESS STANDARD

FIL

E: P

:\R

ound R

ock\2014\14-xxx D

ove S

prings\C

AD

\P

lans\w

orking plan set\R

OA

DW

AY

\T

X-07.dw

g L

AS

T S

AV

ED

: 4/15/2015 9:53:40 A

M L

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SHEET NO.

TX-07 OF

07 SHEETS

TX-07-TxDOT JUNCTION BOX W MANHOLE ACCESS STANDARDS€¦ · project are described as follows:...

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Transcript of TX-07-TxDOT JUNCTION BOX W MANHOLE ACCESS STANDARDS€¦ · project are described as follows:...