GS1 - FHC Contracting · · 2016-01-15in area. excercise extreme caution existing underground utilities!!! caution !!! elev=683.00 e=3231895.01 ... emh fh wv emh elec misc cabinet

Temple, TX 76504

CTVHCS - 1901 S. Veterans Memorial Dr.

03/13/2015

674-279

205

Revisions: DateTBPE FIRM #F-312

200 East Grayson, Suite 207 San Antonio, TX 78215

210.530.0755

WWW.WESTEASTDESIGN.COM

W E S T E A S T

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one eigth inch = o

ne foot

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D E S I G N G R O U P

These documents can not be copied or reproduced without written consent from WestEast Design Group

Location

Project Title

Management

and Facilities

Construction

Office ofDrawing Title

Approved Project Director

ARCHITECTCONSULTANTS

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

one q

uarter inch = o

ne foot

thre

e eigths inch = o

ne foot

one h

alf inch = o

ne foot

thre

e q

uarter s inch = o

ne foot

one inch = o

ne foot

one a

nd o

ne h

alf inch = o

ne foot

thre

e inches = o

ne foot

Dwg. of

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Veterans Affairs

Department of

RSBMWM

TO BUILDING 205

RESEARCH ADDITION

FAX (512) 252-8141

TEL (512) 777-4600

AUSTIN, TEXAS 78759-5356

4030 WEST BRAKER LANE, SUITE 450

03-13-2015

ST

ATE OF TEXA

S

MARK W. McGRAW

83967

PR

OFESSIONAL E

NGINE

ER

LICENSED

X

X

XX

XX

X

X

X

XX

RV PARKING

MOBILE MRI

CO

GTS

TRANS

8"W

W

30"SS

FHWV

EMH

EMH

LP

LP

LP

MH

LP

WV

WVFH

LP

SSMH

LP

LP

GV

LP

GM

SIGN

SIGN

SIGN

12"SS

1.25"W

12"SS

2-E

8"WW

4"W

W6"W

12"SS

2-E

2-E

2-E

12"S

S

6"W

8"W

W

WW

E

E

ACID VENT

4"W

W

E

4"WWE

6"W

6"W

10"G

E

12"S

S 30"SS

10"WW

4"W

W

10"WW12"S

S

6"W

6"W

3"W

W(A

BN.)

W

12"S

S

E

3-E

EMH

6"W

6"W

LP

LP

LP

LP

685

685

685

685

685

685

685

685

4010 200

SCALE IN FEET

1" = 20'SCALE:F1

ROAD ELEVEN

RO

AD

TE

N

RO

AD F

OU

R

(BLDG 205)

RESEARCH FACILITY

EXISTING VA

FFE=686.44

ADDITION

RESEARCH

CONSTRUCTION

LIMITS OF

EXIST DROP INLET

PROTECTION AT

INSTALL INLET

EXIST DROP INLET

PROTECTION AT

INSTALL INLET

EXIST DROP INLET

PROTECTION AT

INSTALL INLET

SILT CONTROL FENCE

INSTALL 24 LF

SILT CONTROL FENCE

INSTALL 167 LF

AT PROP LANDSCAPE INLET

INSTALL INLET PROTECTION

CONSTRUCTION ENTRANCE

INSTALL 16'x16'

LEGEND

PROP. INLET PROTECTION

PROP. SILT FENCE

BM#1

BM#2

SURVEY CONTROL PLAN

EROSION CONTROL /

SILT CONTROL FENCE

INSTALL 118 LF

SILT CONTROL FENCE

INSTALL 42 LF

TRIANGULAR FILTER DIKE

INSTALL 67 LF

N

True

N

Plan

PAD

GENERATOR

EROSION CONTROL / SURVEY CONTROL PLAN

LIMITS OF CONSTRUCTION


GS1.1

TO BEGINNING WORK.

LOCATIONS OF ALL UTILITIES PRIOR

WHEN WORKING IN AREA. FIELD VERIFY

IN AREA. EXCERCISE EXTREME CAUTION

EXISTING UNDERGROUND UTILITIES

!!! CAUTION !!!

ELEV=683.00

E=3231895.01

N=10367816.98

CENTER MEDIAN ALONG RD ELEVEN

CHISELED BOX ON STORM INLETBM#2:

ELEV=685.34

E=3232112.79

N=10368087.66

75' SE OF NE CORNER BLDG 205-

CHISELED BOX ON CONC. PAD APPROX. BM#1:

SURVEY BENCH MARKS (BM):


INSTALL 8 LF

MINIMIZE DISRUPTION TO VA OPERATIONS.

BUILDING 205 AND SURROUNDING BUILDINGS TO

FACILITY STAFF TO COORDINATE DELIVERIES TO

7. CONTRACTOR SHALL COORDINATE WITH VA

PLANS.

FIELD THAT ARE NOT CONSISTENT WITH THESE

CLARIFICATION OR ANY ITEMS FOUND IN THE

ANY ITEMS ON THESE PLANS THAT NEED

6. CONTRACTOR TO CONTACT THE ENGINEER WITH

CONTRACTOR.

AND VA'S APPROVAL AT THE EXPENSE OF THE

DAMAGED UTILITIES TO THE UTILITY COMPANY'S

REPAIR AND RESTORATION OF CONTRACTOR-

UTILITIES, AND SHALL IMMEDIATELY ARRANGE FOR

PROJECT IN ORDER TO AVOID DAMAGING THOSE

UTILITIES AFFECTED BY CONSTRUCTION FOR THIS

LOCATIONS AND ELEVATIONS OF ALL EXISTING

BE FULLY RESPONSIBLE FOR FIELD VERIFYING

EXACT OR COMPLETE. THE CONTRACTOR SHALL

INFORMATION AND IS NOT GUARANTEED TO BE

UTILITIES IS BASED ON RECORD AND SURVEY

OF UNDERGROUND, SURFACE, AND AERIAL

DRAWINGS INDICATING SIZE, TYPE AND LOCATION

5. THE UTILITY INFORMATION SHOWN ON THESE

FACILITY.

205 IS AN OPERATIONAL LABORATORY RESEARCH

INTERRUPTIONS, VIBRATION AND NOISE. BUILDING

COORDINATE WITH BLDG 205 FOR ALL

4. CONTRACTOR SHALL DEVELOP A PLAN AND

THE ADDITION.

SHALL BE PROTECTED DURING CONSTRUCTION OF

3. EXISTING BLDG 205 OPENINGS AND GLAZING

THE FRONT ENTRANCE DURING CONSTRUCTION.

COR AND BLDG 205 TO MOVE DELIVERIES TO

2. CONTRACTOR SHALL COORDINATE WITH THE VA

ADDITIONAL COST TO OWNER.

INFRASTRUCTURE SHALL BE REPLACED AT NO

1. ALL DAMAGE TO EXISTING SITE FACILITIES AND

NOTES:

SIGN

SIGN

SDMH

X

X

XX

XX

X

X

X

XX

RV PARKING

MOBILE MRI

Temple, TX 76504


03/13/2015

674-279

205



210.530.0755


W E S T E A S T

Drawing Number

© T

hese d

ocu

ments can n

ot be c

opie

d or re

pro

duced without

written c

onsent fro

m W

estE

ast

Desig

n Gro

up,

1

Date

Project Number

one eigth inch = o

ne foot

DRAWNChecked

Building Number



Location

Project Title

Management

and Facilities

Construction




1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

one q

uarter inch = o

ne foot

thre

e eigths inch = o

ne foot

one h

alf inch = o

ne foot

thre

e q

uarter s inch = o

ne foot

one inch = o

ne foot

one a

nd o

ne h

alf inch = o

ne foot

thre

e inches = o

ne foot

Dwg. of

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Veterans Affairs

Department of

RSBMWM

TO BUILDING 205

RESEARCH ADDITION

FAX (512) 252-8141

TEL (512) 777-4600



03-13-2015

ST

ATE OF TEXA

S

MARK W. McGRAW

83967

PR

OFESSIONAL E

NGINE

ER

LICENSED

FHWV

EMH

EMH

LP

LP

LP

MH

LP

WV

WVFH

LP

SSMH

LP

LP

GV

LP

GM

SIGN

SIGN

SIGN

EMH

LP

LP

LP

LP

Ex 30" STRM

Ex 12

" ST

RM

Ex 12

" ST

RM

Ex 12

" ST

RM

Ex 12" STRM

Ex 12" STRM

Ex 12" STRM

1002

684.02 CHKSHOT

102

1001683.38

CHKSHOT

104

GI

EMH

FH WV

EMH

ELEC MISC

CABINET

EMH

ELEC MISC

ELEC MISC

LP

111

683.13 SET PK TP

SET PK TP

ELEC MISC

ELEC MISC

LP

ELEC MISC

ELEC MISCLP

SSCO

MH

ELEC MISC

ELEC MISC

LP

WV

WV

FH

WATER MISC

FSV

GI

LP

GI

SSMH

LP

684.51 MISC

4IN PVC STUB

LP

GV

LP

GMGM

GI

SIGNRESERVED PARKING A. ASEA PHD

SIGNRESERVED PARKING K. BAKER MD

SIGNSTOP

1315

683.21

CHKSHOT

111

5104

683.99CHKSHOT

1002

5105

682.64 CHKSHOT

1003

5132

685.33 CHKSHOT

107

5133

683.98CHKSHOT

5104

1316

683.21 CHKSHOT

111

SSMH

LP

SSMH

1538683.18

CHKSHOT

111

112

684.01 SET 60D TP

SET 60D TP

NGAS MISC

GAS TEST STATION

5225

683.14 CHKSHOT

111

SDMH

5360

683.00 BM

B-CHIS BOX ON CI

5361

685.34 BM

A-FND CHIS BOX ON CONC PAD [107-T

5503683.35

CHKSHOT

1001

5359

683.37CHKSHOT

CHKSHOT

3rd Floor Elevatio

n: 7

20.7

9'

2nd Floor Elevatio

n: 7

04.4

7'

1st Floor Elevatio

n: 6

86.4

4'

685

685

685

685

685

685

685

685

CONC SIDEWALK

REMOVE 92 SY

CONC DRIVEPAD

REMOVE 147 SY

& GUTTER

CONC CURB

REMOVE 60 LF

& GUTTER

CONC CURB

REMOVE 228 LF

RO

AD

FO

UR

ROAD ELEVEN

RO

AD

TE

N

4010 200

SCALE IN FEET

(BLDG 205)

RESEARCH FACILITY

EXISTING VA

POLE BASE

REMOVE LIGHT

CONC PAD

REMOVE

ASPHALT PAVEMENT

REMOVE 63 SY

ASPHALT PAVEMENT

REMOVE 68 SY

POLE BASE

REMOVE LIGHT

AS REQUIRED

REMOVED AND TERMINATED

ELECTRIC LINES TO BE

EXISTING UNDERGROUND

AS REQUIRED

REMOVED AND TERMINATED

ELECTRIC LINES TO BE

EXISTING UNDERGROUND

SCALE:F1

SITE DEMOLITION PLAN1" = 20'

SITE DEMOLITION PLAN

ASPHALT PAVEMENT

REMOVE 56 SY

LINES WHERE POSSIBLE.

SALVAGE EXISTING IRRIGATION

VALVES AND IRRIGATION CONDUIT

REMOVE IRRIGATION CONTROLLEGEND

CURB AND GUTTER

DEMO EXISTING

DEMO EXISTING ASPHALT

CONCRETE PAVEMENT

DEMO EXISTING

CONCRETE SIDEWALK

DEMO EXISTING

CONCRETE STRUCTURE

DEMO EXISTING MISC.

UTILITY

DEMO EXISTING MISC.

SIGN

RELOCATE

W LINE, CAP AND PLUG

REMOVE 14 LF EXIST

& GUTTER

CONC CURB

REMOVE 17' LF

N

True

N

Plan

WHERE DIRECTED BY COTR

SAVE FOR REUSE OR STORE

REMOVE LIGHT POLE BASE

WHERE DIRECTED BY COTR

SAVE FOR REUSE OR STORE

REMOVE LIGHT POLE BASE

AS DIRECTED BY COTR

SOLAR LIGHT POLE

REMOVE AND RELOCATE

AS DIRECTED BY COTR

SOLAR LIGHT POLE

REMOVE AND RELOCATE

TO BEGINNING WORK.





!!! CAUTION !!!

TO REMAIN

MH & VENT

EXIST ACID WASTE

& SIDEWALK RAMP

CONC CURB & GUTTER

REMOVE 8 LF

GS1.2

DAMAGED BY EQUIPMENT.

EXPOSED AND CAN EASILY BE

UNDERGROUND ELECTRICAL IS

!!! CAUTION !!!

CONCRETE ENCASEMENT

REMOVE AND REPLACE ELECTRICAL

ASPHALT PAVEMENT

REMOVE 363 SY

BID ALTERNATE.

BASE BELOW SUBGRADE

REMOVE OR RELOCATE

RELOCATE LIGHT POLE

EXISTING SANITARY SEWER & SIZE

UNLESS SPECIFICALLY NOTED FOR REMOVAL.

3. EXISTING UTILITIES ARE TO REMAIN INTACT

REMAIN IN SERVICE DURING CONSTRUCTION.

2. ACID WASTE SANITARY SEWER LINE TO

UNLESS OTHERWISE NOTED.

1. ALL UTILITIES TO REMAIN IN PLACE

*NOTE:

Ex 12" STRM

EXISTING NATURAL GAS & SIZE

EXISTING STORM DRAIN & SIZE

EXISTING WATER & SIZE

EXISTING UNDERGROUND ELECTRIC

& SIDEWALK RAMP

CONC CURB & GUTTER

REMOVE 21 LF

Temple, TX 76504


03/13/2015

674-279

205



210.530.0755


W E S T E A S T

Drawing Number

© T

hese d

ocu

ments can n

ot be c

opie

d or re

pro

duced without

written c

onsent fro

m W

estE

ast

Desig

n Gro

up,

1

Date

Project Number

one eigth inch = o

ne foot

DRAWNChecked

Building Number



Location

Project Title

Management

and Facilities

Construction




1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

one q

uarter inch = o

ne foot

thre

e eigths inch = o

ne foot

one h

alf inch = o

ne foot

thre

e q

uarter s inch = o

ne foot

one inch = o

ne foot

one a

nd o

ne h

alf inch = o

ne foot

thre

e inches = o

ne foot

Dwg. of

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Veterans Affairs

Department of

RSBMWM

TO BUILDING 205

RESEARCH ADDITION

FAX (512) 252-8141

TEL (512) 777-4600



03-13-2015

ST

ATE OF TEXA

S

MARK W. McGRAW

83967

PR

OFESSIONAL E

NGINE

ER

LICENSED

GTS

FHWV

EMH

EMH

LP

LP

LP

MH

LP

WV

WVFH

LP

SSMH

LP

LP

GV

LP

GM

SIGN

SIGN

SIGN

10"G

10"G

EMH

LP

LP

LP

LP

X

X

XX

XX

X

X

X

XX

RV PARKING

MOBILE MRI

LP

LP

LP

GUTTER (SPILL)

CONC CURB &

INSTALL 40 LF

GUTTER (SPILL)

CONC CURB &

INSTALL 85 LF

ROAD ELEVEN

RO

AD

FO

UR

GUTTER (CATCH)

CONC CURB &

INSTALL 52 LF

RO

AD

TE

N

4010 200

SCALE IN FEET

(37 SPACES)

PARKING LOT

EXISTING

WARNING

RAMP WITH DETECTABLE

INSTALL ACCESSIBLE

(BLDG 205)

RESEARCH FACILITY

EXISTING VA

SCALE:F1

1" = 20'

LEGEND

ACCESSIBLE RAMP

BOLLARDS

FFE=686.44

ADDITION

RESEARCH

GUTTER (SPILL)

CONC CURB &

INSTALL 129 LF

SITE & PAVING PLAN

SITE & PAVING PLAN

& FOUNDATION

SOLAR LIGHT STANDARD

RESET & INSTALL

& FOUNDATION


RESET & INSTALL

& FOUNDATION


RESET & INSTALL

TO 95% STD. PROCTOR

PROCTOR OVER 6" SUBGRADE COMPACTED

SUBGRADE COMPACTED TO 95% STD.

OR B BASE COURSE OVER 6" LIME-TREATED

COURSE OVER 4" TxDOT ITEM 340, TYPE A

2" TxDOT ITEM 340, TYPE D SURFACE

HOT MIX ASPHALT CONC. PAVEMENT

COMPACTED TO 95% STD. PROCTOR

TO 95% STD. PROCTOR OVER 6" SUBGRADE

6" LIME-TREATED SUBGRADE COMPACTED

REINF. W/ NO. 3 BARS 18" O.C.E.W. OVER

7" OF 3,500 PSI REINF. CONC. PAVEMENT

PROCTOR

6" SUBGRADE COMPACTED TO 95% STD.

COMPACTED TO 95% STD. PROCTOR OVER

OVER 6" LIME-TREATED SUBGRADE

REINFORCED W/ NO. 3 BARS 18" O.C.E.W.

6" SIDEWALK - 3,500 PSI REINF. CONC.

7" REINF. CONCRETE

PLACE 213 SY

CURB AND GUTTER

GUTTER (SPILL)

CONC CURB &

INSTALL 68 LF

HMAC

PLACE 13 SY

HMAC

PLACE 111 SY

HMAC

PLACE 11 SY

6" CONCRETE SIDEWALK

INSTALL 88 SY


INSTALL 79 SY

18.0' 2

5.0'

(TYP)

10.5'

8.0'

6.0'(TYP)


INSTALL 136 SY

12.9'

104.9'

6.0'

5.5'

5.0'

R=2.0'

GUTTER (CATCH)

CONC CURB &

INSTALL 13 LF

R=20.0'

BOLLARDS @ 3' C-C

INSTALL REMOVABLE

26.2'

26.2'

103.3'

77.3'

25.8'

A

A

A

A

1

3

R=1.5'

R=1.5'

2

5

29.7'

21.7'

4

7

8

10

21

11

12

13

R=10.0'

22.0'

16.0'

10.0'

22.5'

A

6.0'

35.1'

A

R=2.5'

R=2.5'

R=5.0'

R=4.5'

R=5.0'

WITH DETECTABLE WARNING

INSTALL ACCESSIBLE RAMP

N

True

N

Plan

9

TO BEGINNING WORK.





!!! CAUTION !!!

34.3'

9.2'

B

B

B

R=5.0'

R=30.0'

6

2223

24

25

27

28

26

30

29

31

9.5'

MH & VENT

EXIST ACID WASTE

GUTTER (CATCH)

CONC CURB &

INSTALL 5 LF

GUTTER (CATCH)

CONC CURB &

INSTALL 7 LF

AND LAYOUT.

BUILDING DIMENSIONS

STRUCTURAL SHEETS FOR

2. SEE ARCHITECTURAL &

UNLESS OTHERWISE NOTED.

ARE TO THE FACE OF CURB

1. PAVING DIMENSION CALLS

*NOTES:

GS2.1

GATES & FENCING

EXIST SECURITY

C

C

D

D

E=3231983.07

N=10367825.63

RELOCATE EXIST STOP SIGN

E=3231971.16

N=10367820.23

RELOCATE EXIST LIGHT POLE

(6.0 SY CONC.)

CONCRETE ENCASEMENT

REPLACE ELECTRICAL

PLACE 363 SY HMAC

BID ALTERNATE.

(SEE MEP PLANS FOR DETAILS)

ACCESS SWING ARMS

INSTALL 2-WAY CONTROLLED

ELEV=683.00

E=3231895.01

N=10367816.98



ELEV=685.34

E=3232112.79

N=10368087.66




GUTTER (CATCH)

CONC CURB &

INSTALL 11 LF

4" CONC.

PLACE 12 SY

14

15

16

19

17

18

20

10368089.70 3232082.80

10368097.35

LISTPOINT

NUMBERPOINT NORTHING EASTING

1 10367984.26 3231904.86

2 10367959.93 3231916.93

3 10367941.90 3231936.48

4 10367940.16 3231951.89

5 10367931.83 3231961.71

6 10367917.26 3231962.76

7 10367925.05 3231969.06

8 10367917.42 3232001.92

9 10367920.10 3232012.53

10 10368007.79 3232031.77

11 10368055.97 3231979.53

12 10368062.43 3231985.49

13 10368058.89 3231973.70

14 10368059.16 3231989.28

15 10368051.14 3231984.95

16 10368059.39 3232030.93

17 10368051.41 3232034.71

18 10368102.89 3232067.04

19 10368093.69 3232069.79

20

21

22 10367834.33 3231983.04

23 10367828.05 3231986.43

24 10367821.32 3231984.36

25 10367818.36 3231981.88

26 10367815.56 3231961.12

27 10367811.70 3232001.27

28 10367833.20 3232007.91

29 10367835.70 3232034.84

30 10367795.61 3232027.65

31 10367826.23 3232047.10

3232085.14

SS2.2 & SS3.1 FOR DETAILS)

(SEE SHEETS AS4.1, SS2.1,

PROP GENERATOR PAD

Temple, TX 76504


03/13/2015

674-279

205



210.530.0755


W E S T E A S T

Drawing Number

© T

hese d

ocu

ments can n

ot be c

opie

d or re

pro

duced without

written c

onsent fro

m W

estE

ast

Desig

n Gro

up,

1

Date

Project Number

one eigth inch = o

ne foot

DRAWNChecked

Building Number



Location

Project Title

Management

and Facilities

Construction




1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

one q

uarter inch = o

ne foot

thre

e eigths inch = o

ne foot

one h

alf inch = o

ne foot

thre

e q

uarter s inch = o

ne foot

one inch = o

ne foot

one a

nd o

ne h

alf inch = o

ne foot

thre

e inches = o

ne foot

Dwg. of

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Veterans Affairs

Department of

RSBMWM

TO BUILDING 205

RESEARCH ADDITION

FAX (512) 252-8141

TEL (512) 777-4600



03-13-2015

ST

ATE OF TEXA

S

MARK W. McGRAW

83967

PR

OFESSIONAL E

NGINE

ER

LICENSED

SDMH

X

X

XX

XX

X

X

X

XX

RV PARKING

MOBILE MRI

685

685

685

685

685

685

685

685

FHWV

EMH

EMH

LP

LP

LP

MH

LP

WV

WVFH

LP

SSMH

LP

LP

GV

LP

GM

SIGN

SIGN

SIGN

EMH

LP

LP

LP

LP

686

686

685

684

683

685

683

684

686

686

685

684

686

SCALE:F1

1" = 20'

GRADING PLAN

GRADING PLAN

TOWARD STORM INLET

MAINTAIN A POSITIVE SLOPE

MATCH EXISTING ELEVATIONS

RO

AD

TE

N

ROAD ELEVEN

RO

AD F

OU

R

682.50

FFE=686.44

ADDITION

RESEARCH

(MATCH EXIST)

TW 685.64 TBC XXX.XX TOP BACK OF CURB

TW XXX.XX

XXX.XX FINISH GRADE

TOP OF WALK

LEGEND

XXX

XXX

4010 200

SCALE IN FEET

TW 684.46

TW 685.20

TW 684.12

TW 683.83

FFE=686.44

(BLDG 205)

RESEARCH FACILITY

EXISTING VA

TW 686.42

TW 686.42

686.30

TW 686.25

TBC 685.90

MATCH EXIST

683.30

TW 683.80

TOP = 682.12 +/-

INLET / MANHOLE

EXIST STORM

ELEVATIONS AND GRADES

MATCH EXISTING

682.80

683.00

683.00

ELEVATIONS

MATCH EXISTING

ELEVATIONS

MATCH EXISTING

ELEVATIONS

MATCH EXISTING

ELEVATIONS

MATCH EXISTING

MH TOP=685.83

MH TOP=685.90 MH TOP=683.50

TW 684.30

TW 686.00

MATCH EXIST

686.20 +/-

MATCH EXIST

686.23 +/-

TBC 685.80

N

True

N

Plan

686.08

686.38TW 686.42

TW 686.22

TS 686.22

GENERATOR SLAB

PROPOSED

TW 685.02

TW 685.38

TS 685.92

TW 685.58

TBC 685.12

TBC 685.48

TS XXX.XX TOP OF SLAB

TW 686.42

TO BEGINNING WORK.





!!! CAUTION !!!

685.25

(SEE VA PG-18-13)

CONCRETE.

STANDARDS PRIOR TO PLACING

COMPLIANCE WITH VA ACCESSIBILITY

GRADES AND ELEVATIONS TO ENSURE

1. CONTRACTOR SHALL VERIFY ALL FORM

NOTES:

685.90

TW 686.32

CROSS-SLOPE

STORM INLET @ 1.00% MIN.

TO DRAIN TOWARDS PROP

GRADE PROP SIDEWALK 685.90

GS3.1

EXISTING CONTOUR

PROPOSED CONTOUR

TW 684.96

TW 685.05

TW 683.58

TW 683.58

TW 682.76

TW 683.26

2.8%

2.8

%

TW 686.32

TBC 686.08

TBC 686.32

TW 686.42

TBC 685.91

685.59

686.05

685.29

685.22

Temple, TX 76504


03/13/2015

674-279

205



210.530.0755


W E S T E A S T

Drawing Number

© T

hese d

ocu

ments can n

ot be c

opie

d or re

pro

duced without

written c

onsent fro

m W

estE

ast

Desig

n Gro

up,

1

Date

Project Number

one eigth inch = o

ne foot

DRAWNChecked

Building Number



Location

Project Title

Management

and Facilities

Construction




1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

one q

uarter inch = o

ne foot

thre

e eigths inch = o

ne foot

one h

alf inch = o

ne foot

thre

e q

uarter s inch = o

ne foot

one inch = o

ne foot

one a

nd o

ne h

alf inch = o

ne foot

thre

e inches = o

ne foot

Dwg. of

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Veterans Affairs

Department of

RSBMWM

TO BUILDING 205

RESEARCH ADDITION

FAX (512) 252-8141

TEL (512) 777-4600



03-13-2015

ST

ATE OF TEXA

S

MARK W. McGRAW

83967

PR

OFESSIONAL E

NGINE

ER

LICENSED

685

685

685

685

685

685

685

685

LP

LP

SSMH

WV

WV

FH

SIGN

SIGN

LP

LP

SSCO

MH

LP

ICV

EMH

SDMH

FHWV

EMH

EMH

LP

LP

LP

MH

LP

WV

WVFH

LP

SSMH

LP

LP

GM

SIGN

SIGN

SIGN

EMH

LP

LP

LP

LP

Ex 30" STRM

Ex 12

" ST

RM

Ex 12

" ST

RM

Ex 12

" ST

RM

Ex 12" STRM

Ex 12" STRM

Ex 12" STRM

680

685

690

675

670

690

685

680

675

670

690

685

680

675

670

690

685

680

675

670

STORM DRAIN LINE R

STORM DRAIN LINE A

FL 12"

HD

PE

= 682.6

2

FL 12"

HD

PE

= 682.5

7

FL 12"

HD

PE

= 682.3

6

FL 12"

HD

PE

= 681.6

5

FL 12"

HD

PE

= 679.1

9

FL 12"

HD

PE

= 678.1

5

FL 12"

HD

PE

= 678.0

0

JU

NC

TIO

N

AJ1 (4

5°

BE

ND)

ST

A 2

+28.9

6

EX 4"

WW

XIN

G

ST

A 2

+08.7

3

EX 4"

WW

ACID

VE

NT

XIN

G

ST

A 2

+00.5

4

JU

NC

TIO

N

AJ3 (4

5°

BE

ND)

ST

A 1+85.5

5

JU

NC

TIO

N

AJ5 (4

5°

BE

ND)

ST

A 0

+51.7

2

ST

OR

M

MA

NH

OL

E

CO

NN

EC

T

TO

EXIS

T

BE

GIN

ST

OR

M

LIN

E

A

ST

A 0

+01.5

0

EX 6"

W

XIN

G

ST

A 0

+09.6

1

JU

NC

TIO

N

AJ6 (2

2.5

° B

EN

D)

ST

A 0

+08.0

0

FL

EX 6"

W

= 679.8

9

+/-

FL 12"

HD

PE

= 678.1

9

FL

EX 4"

WW

= 680.6

0

+/-

FL 12"

HD

PE

= 682.4

4

FL

EX 4"

WW

= 680.6

0

+/-

FL 12"

HD

PE

= 682.4

4102.0 LF 12" HDPE

LINE A4

27.8 LF 12" HDPE

LINE A3

6.5 LF 12" HDPE

LINE A6

43.7 LF 12" HDPE

LINE A5

10.0 LF 12" HDPE

LINE A1

43.4 LF 12" HDPE

LINE A2

@ UTILITY CL

PROP GROUND

@ UTILITY CL

EXIST GROUND

TO

P

= 685.5

0

(2'x

2'

LA

ND

SC

AP

E IN

LE

T)

INL

ET

A1

ST

A 2

+39.9

1

TOP =682.12 +/-

STORM MANHOLE

EXIST RCP

25YR HGL

JU

NC

TIO

N

AJ4 (4'

SD

MH)

ST

A 1+55.7

1

FL

EX 8"

SS

= 673.8

8

+/-

FL 12"

HD

PE

= 678.2

9

EX 8"

SS

XIN

G

ST

A 0

+15.5

0

PR

OP 3"

W

ST

A 1+54.0

0

FL 12"

HD

PE

= 678.0

0

FL 12"

HD

PE

= 678.2

2

25YR HGL

CO

NTIN

UA

TIO

N

SE

E

MEP

PL

AN

S

FO

R

DR

AIN

AG

E S

YS

TE

M

CO

NTIN

UE

TO

RO

OF

ST

A 1+66.9

4

62.1 LF 8" HDPE

LAT R1

ST

OR

M

MA

NH

OL

E

CO

NN

EC

T

TO

EXIS

T

ST

A 1+00.0

0

~

LA

T

R

JU

NC

TIO

N

R1J (4

5°

BE

ND)

ST

A 1+04.9

4

@ UTILITY CL

EXIST GROUND

@ UTILITY CL

PROP GROUND

FL 12"

HD

PE

= 681.0

0

+/-

4.9 LF 8" HDPE

LAT R2

686

686

685

684

683

685

683

684

686

686

685

684

686

ADDITION

RESEARCH

(BLDG 205)

RESEARCH FACILITY

EXISTING VA

RO

AD

TE

N

RO

AD F

OU

R

4010 200

SCALE IN FEET

12" HDPE

3"

W

REMAIN ACTIVE & IN-PLACE

SANITARY SEWER TO

EXISTING ACID WASTE

1" = 20'SCALE:F1

SITE UTILITY PLAN

SITE UTILITY PLAN

104.0 LF 12" HDPE

LINE A4

29.9 LF 12" HDPE

LINE A3

10.0 LF 12" HDPE

LINE A1

43.4 LF 12" HDPE

LINE A2

43.7 LF 12" HDPE

LINE A5

8.0 LF 12" HDPE

LINE A6

SCALE:F5

1' = 5' VERTICAL

1" = 20' HORIZONTAL

1+00 2+00 3+00

1+00

RCP SD

EXIST 12"

E=3232025.71

N=10367896.61

FL = 678.00

DROP INLET (TOP=682.12)

CONNECT TO EXISTING

BEGIN SD LINE A

STA 0+00.00 ~ SD LINE AE=3232019.49

N=10367898.50

JUNCTION AJ6 (22.5° BEND)

STA 0+08.00 ~ SD LINE A

E=3231975.78

N=10367898.50

JUNCTION AJ5 (45° BEND)


E=3231898.13

N=10367998.83



E=3231927.39

N=10368031.12



E=3231937.57

N=10368031.11

END SD LINE A

FL=682.62

GRATE = 685.50

INLET A1 ((2'x2' LANDSCAPE INLET)


8" H

DPE

ROAD ELEVEN

ACTIVE

SEWER TO REMAIN

EXIST. SANITARY

TO BE REMOVED

EXISTING CLEANOUT

OF EXIST. SS

MATCH FLOWLINE

CLEANOUT

LARGE DIAMETER

INSTALL:

E=3231899.34

N=10367969.01

STORM DRAIN MH


E=3231895.10

N=10367960.95

PULL JT. 1.5°

3" 22.5° BEND

INSTALL:

E=3231879.40

N=10367952.85

37 LF 3" W LINE (PC 200 PVC)

3" 45° BEND

INSTALL:

INSTALLATION

AND DEPTH PRIOR TO

3" W. VERIFY LOCATION

CONNECT TO EXIST.

E=3231907.54

N=10367975.00

DOMESTIC W SERVICE

CONNECT TO BLDG 3"

INSTALL:

E=3232026.06

N=10367902.82

JUNCTION R1J (45° BEND)

STA 1+04.94 ~ SD LINE R

UTILITIES PRIOR TO BEGINNING WORK.

FIELD VERIFY LOCATIONS OF ALL

WHEN EXCAVATING IN AREA.

IN AREA. EXERCISE EXTREME CAUTION


!!! WARNING !!!

E=3232001.65

N=10368050.40

FL 8" (SE)= 679.36

FL 8" (SW)= 681.23

RIM= 685.90

BLDG SS STUBOUT

CONNECT TO 8"

1- 4' DIA SSMH

INSTALL:

N

True

N

Plan

MH & VENT

EXIST ACID WASTE

STORM DRAIN PROFILES4010 200

HORIZONTAL SCALE IN FEET

102.5 50

VERTICAL SCALE IN FEET

4.9 LF 8" HDPE

LINE R2

CU4.1

ELEV=683.00

E=3231895.01

N=10367816.98



ELEV=685.34

E=3232112.79

N=10368087.66




DURING CONSTRUCTION.

SEWER LINE AS NECESSARY

FOR ACID WASTE SANITARY

ADEQUATE BYPASS PUMPING

2. CONTRACTOR TO PROVIDE

CONSTRUCTION.

TO REMAIN IN SERVICE DURING

1. ACID WASTE SANITARY SEWER LINE

:NOTES

SEE SHT. GS1.2

E=3231980.47

N=10367944.95

CONTINUATION

SYSTEM SEE MEP PLANS FOR

CONNECT TO ROOF DRAINAGE

STA 1+66.94

E=3232051.84

N=10368035.72

FL 8" (SW)= 675.03

FL 8" (NE)= 675.06

FL 8" (W)= 675.16

RIM= 683.80

ON EXIST 8" SS

1- 4' DIA SSMH

INSTALL:

8" SS @ 8.25%

Temple, TX 76504


03/13/2015

674-279

205



210.530.0755


W E S T E A S T

Drawing Number

© T

hese d

ocu

ments can n

ot be c

opie

d or re

pro

duced without

written c

onsent fro

m W

estE

ast

Desig

n Gro

up,

1

Date

Project Number

one eigth inch = o

ne foot

DRAWNChecked

Building Number



Location

Project Title

Management

and Facilities

Construction




1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

one q

uarter inch = o

ne foot

thre

e eigths inch = o

ne foot

one h

alf inch = o

ne foot

thre

e q

uarter s inch = o

ne foot

one inch = o

ne foot

one a

nd o

ne h

alf inch = o

ne foot

thre

e inches = o

ne foot

Dwg. of

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Veterans Affairs

Department of

RSBMWM

TO BUILDING 205

RESEARCH ADDITION

FAX (512) 252-8141

TEL (512) 777-4600



03-13-2015

ST

ATE OF TEXA

S

MARK W. McGRAW

83967

PR

OFESSIONAL E

NGINE

ER

LICENSED

LP

LP

SSMH

WV

WV

FH

SIGN

SIGN

LP

LP

SSCO

MH

LP

ICV

EMH

SDMH

FHWV

EMH

EMH

LP

LP

LP

MH

LP

WV

WVFH

LP

SSMH

LP

LP

GM

SIGN

SIGN

SIGN

EMH

LP

LP

LP

LP

Ex 30" STRM

Ex 12

" ST

RM

Ex 12

" ST

RM

Ex 12

" ST

RM

Ex 12" STRM

Ex 12" STRM

Ex 12" STRM

686

686

685

684

683

685

683

684

686

686

685

684

686

CU4.2

(BLDG 205)

RESEARCH FACILITY

EXISTING VA

RO

AD

TE

N

ROAD ELEVEN

4010 200

SCALE IN FEET

1" = 20'SCALE:F1

0.45

A-1

0.05

& CALCULATIONS

DRAINAGE AREA MAP

1.53

R1

0.18

RO

AD F

OU

R

DRAINAGE AREA MAP & CALCULATIONS

1.60

E3

0.21

1.93

E2

0.25

1.71

E1

0.23

3.11

E4

0.41

N

True

N

Plan

LEGEND

XX.XX

DA-X

XX.XX

AREA (ACRES)DRAINAGE Q CFS25

AREA NO.DRAINAGE

PROPOSED CONTOUR

EXISTING DRAINAGE BOUNDARY

PROPOSED DRAINAGE BOUNDARY

FLOW ARROW

FLOWS RUNOFF STORM YEAR 25

IDAREA CCOMBINED (AC)AREA (YR)FREQ. (MIN)TC (IN/HR)INTENSITY(CFS)

DISCHARGE

A1 0.88 0.05 25 10.00 9.49 0.45

E1 0.80 0.23 25 10.00 9.49 1.71

E2 0.80 0.25 25 10.00 9.49 1.93

E3 0.80 0.21 25 10.00 9.49 1.60

E4 0.80 0.41 25 10.00 9.49 3.11

R1 0.88 0.18 25 10.00 9.49 1.53

CRITERIA. DESIGN RUNOFF STORM TEMPLE OF CITY ON BASED VALUES C AND INTENSITIES *RAINFALL

CONTINUED - CALCULATIONS INLET YEAR 25

IDINLET

(FT)DEPTH

PONDING

ALLOWED

(FT)

WIDTHPONDING

(FT)

WIDTHPONDING

ALLOWED

(CFS)CAPACITY(CFS)

FLOWBYPASS

TARGET

BYPASSREMARKS

A1 0.50 5.51 20.00 1.90 0.00 n/a

E1 0.50 10.71 20.00 6.09 0.00 E2

E2 0.50 11.62 20.00 6.09 0.00 E3

E3 0.50 10.25 20.00 6.09 0.00 E4

E4 0.50 15.96 20.00 6.09 0.00 n/a

R1 0.50 3.13 20.00 1.90 0.00 n/a

CALCULATIONS INLET YEAR 25

IDINLET INLET TYPEINLET

(FT)

LENGTH

OPENING

CURB

(YR)FREQ. (CFS)FLOW

(CFS)FLOW

OVERCARRY-

UPSTREAM

(CFS)INLET

TO FLOWTOTAL (%) SLOPELONG. (%) SLOPECROSS

(FT)

DEPTHPONDING

A1 LG2'x2' Sag n/a 25.00 0.45 0.00 0.45 n/a 2.00 0.11

E1 3' X 3'IL-H-G Sag n/a 25.00 1.71 0.00 1.71 n/a 2.00 0.21

E2 3' X 3'IL-H-G Sag n/a 25.00 1.93 0.00 1.93 n/a 2.00 0.23

E3 3' X 3'IL-H-G Sag n/a 25.00 1.60 0.00 1.60 n/a 2.00 0.20

E4 3' X 3'IL-H-G Sag n/a 25.00 3.11 0.00 3.11 n/a 2.00 0.32

R1 na n/a n/a 25.00 1.53 0.00 0.19 1.41 2.00 0.06

CALCULATIONS PIPE STORM YEAR 25

IDPIPE NODEU/S NODED/S HGLU/S HGL D/S FLU/S FLD/S CCOMBINED

ACCUM. (YR)FREQ.

(MIN)

TCACCUM. (IN/HR) (AC) AREAACCUM.

(CFS)

DISCHARGEACCUM.

A1 A1 AJ1 683.01 682.74 682.63 682.52 0.88 25 10.00 9.49 0.05 0.45

A2 AJ1 AJ3 682.84 682.26 682.52 682.05 0.88 25 10.05 9.49 0.05 0.45

A3 AJ3 AJ4 682.38 681.96 682.05 681.75 0.88 25 10.24 9.49 0.05 0.45

A4 AJ4 AJ5 682.00 679.36 681.65 679.19 0.88 25 10.37 9.49 0.05 0.45

A5 AJ5 AJ6 681.58 681.57 679.19 678.15 0.88 25 10.70 9.49 0.05 0.45

A6 AJ6 E3 681.57 681.57 678.15 678.00 0.88 25 10.85 9.49 0.05 0.45

R1A R1 RJ1 682.66 681.77 681.00 678.22 0.88 25 10.00 9.49 0.18 1.53

R1B RJ1 RJ2 681.77 681.61 678.22 678.00 0.88 25 10.11 9.49 0.18 1.53

CONTIINUED - CALCULATIONS PIPE STORM YEAR 25

IDPIPE SHAPE BARRELS OFNO. (FT)DIA.

RISE/ (FT)SPAN N (FT)LENGTH (%) SLOPEHYD.

(FT)

DEPTHACTUAL

(FT/S)

VEL.ACTUAL

(CFS)

CAP.PIPEREMARKS

A1 Circular 1 1.0 n/a 0.01 9.99 1.08 0.22 3.59 5.18

A2 Circular 1 1.0 n/a 0.01 43.40 1.08 0.21 3.84 5.18

A3 Circular 1 1.0 n/a 0.01 27.85 1.08 0.21 3.81 5.18

A4 Circular 1 1.0 n/a 0.01 101.99 2.41 0.17 5.08 7.74

A5 Circular 1 1.0 n/a 0.01 43.72 2.37 1.00 0.58 7.67

A6 Circular 1 1.0 n/a 0.01 6.50 2.37 1.00 0.58 7.67

R1A Circular 1 0.7 n/a 0.01 62.08 4.49 0.67 4.39 3.58

R1B Circular 1 0.7 n/a 0.01 4.87 4.34 0.67 4.39 3.52

TO BEGINNING WORK.





!!! CAUTION !!!

Temple, TX 76504


03/13/2015

674-279

205



210.530.0755


W E S T E A S T

Drawing Number

© T

hese d

ocu

ments can n

ot be c

opie

d or re

pro

duced without

written c

onsent fro

m W

estE

ast

Desig

n Gro

up,

1

Date

Project Number

one eigth inch = o

ne foot

DRAWNChecked

Building Number



Location

Project Title

Management

and Facilities

Construction




1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

one q

uarter inch = o

ne foot

thre

e eigths inch = o

ne foot

one h

alf inch = o

ne foot

thre

e q

uarter s inch = o

ne foot

one inch = o

ne foot

one a

nd o

ne h

alf inch = o

ne foot

thre

e inches = o

ne foot

Dwg. of

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Veterans Affairs

Department of

RSBMWM

TO BUILDING 205

RESEARCH ADDITION

FAX (512) 252-8141

TEL (512) 777-4600



03-13-2015

ST

ATE OF TEXA

S

MARK W. McGRAW

83967

PR

OFESSIONAL E

NGINE

ER

LICENSED

NOTES:

1. MATERIAL

- THE FPBRIC MUST CORRESPOND

TO THE FOLLWNG REQUIREMENTS:

ASTM

PROPERTY

TEST METHOD

REQUIREMENTS

FABRIC WEIGHT

D 3776

>3.0 OUNCES/SQUARE YPAD

ULTRAVlOLET (UV)

D 4355

70% STRENGTH RETAINB) MIN.,

RADIATION STABILITY

AFTER 500 HOURS IN XENON ARC DEVlCE

MUUEN BURST STRENGTH

D 3786

>120 POUND PER SQUPRE INCH

WATER FLOW RATE

D

4491

>

275 GALLONS/MINUTE/SQUARE FEET

2. THIS MATERIAL SHOULD HAVE A MAXIMUM EXPECTED USEFUL LIFE OF APPROXIMATELY EIGHTEEN

(18) MONTHS. THE INLET PROTECTION DEVICES SHOULD BE CONSTRUCTED IN A MANNER THAT WlLL

FACILITATE CLEAN OUT AND DISPOSAL OF TRAPPED SEDIMENT WILE MINIMIZING INTERFERENCE WITH

CONSTRUCTION ACT IVITIES. THEY SHOU LD ALSO BE CONSTRUCTED SUCH THAT ANY PONDING OF STORM

WATER WILL NOT CAUSE EXCESSIVE R.O.W. FLOODING (I.E. <4 INCHES OF STANDING WATER) OR DPMAGETO

THESTRUCTURE OR ADJACENT AREAS.

3. COVERAGE

-

THE FABRIC/WIRE SHOULD COMPLETELY COVER THE OPENING OF THE INLET AND DEVICES

SHOULD BE INSTALLED WITHOUT PROTRUDING PARTS THAT COULD BE

A

TRAFFIC, WORKER, OR PEDESTRIAN

HAZARD. WHERE SECTIONS OF THE FABRIC OVERLAP, THEY SHALL OVERLAP AT LEAST

THREE (3) INCHES.

4. THE INLET FILTER SHALL BE ATTACHED IN A WAY THAT THEY CAN EASILY BE RE MOVED AND ARE NOT

SECURED OR ATTACHED BY THE USE OF SAND BAGS. THE INLET FILTER MUST BE REMOMD UPON

COMPLETION OF WORK. IF REMOVAL DAM AGES THE CONCREE CURB, THE CURB MUST BE REPAIRED

IMMEDIATELY.

5. DAILY INSPECTION SHALL BE MADE BY THE CONTRACTOR AND SILT ACCUMULATION MUST BE REMOVED

WHEN THE DEPTH REACHES 50 MM (2 INCHES) INCHES OR ONE-THIRD THE HEIGHT OF THE INLET THROAT, AND

DISPOSED OF IN A

MANNER WHICH WILL NOT CWSE ADDITIONAL SILTATION.

6. CONTRACTOR SHALL MONITOR THE PERFORMANCE OF INLET PROTECTION DURING EACH RAINFALL E VENT

AND IMMEDIATELY REMOVE THE INLET PROTECTIONS IF THE STORMWATER BEGINS TO OVERTOP

THE CURB.

7. INLET PROTECTIONS SHALL BE REMOVED AS SOON AS THE SOURCE OF SEDIMENT HAS ACHIEVED FINAL

STABILIZATION CONDITIONS.

628S-2

FILTER DIKE CURB INLET PROTECTIONCITY OF AUSTIN

STANDARD NO.

STEEL OR WOOD FENCE POSTS

MAX. 2.4 m (8') SPACING

(24'')

STANDARD SYMBOLFOR SILT FENCE (SF)

L=

SF

FLOW

SILT FENCE FABRIC

600 mm

SILT FENCE

642S-1

STANDARD NO.

150 mm

(6'') MIN.

TRENCH CROSS SECTION

150 mm

(6'') MIN.

TRENCH (BACKFILLED)

FABRIC TOE-IN

GA. WIRE)

FABRIC (12.5 SUPPORT FOR

2" x 4" WELDED WIRE BACKING

TO ADDITIONAL SILTATION.

SHALL BE DISPOSED OF ON AN APPROVED SITE AND IN SUCH A MANNER THAT WILL NOT CONTRIBUTE

ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF 150 mm (6 inches). THE SILT 7.

IMPEDE STORM FLOW OR DRAINAGE.

NOT TO BLOCK OR 6. SILT FENCE SHALL BE REMOVED WHEN THE SITE IS COMPLETELY STABILIZED SO AS

REPLACEMENT SHALL BE MADE PROMPTY AS NEEDED.

OR AFTER EACH RAINFALL EVENT AND REPAIR OR 5. INSPECTION SHALL BE MADE WEEKLY

TO WOVEN WIRE , WHICH IS IN TURN ATTACHED TO THE STEEL OR WOOD FENCE POST.

SILT FENCE FABRIC SHOULD BE SECURELY FASTENED TO EACH STEEL OR WOOD SUPPORT POST OR 4.

MATERIAL.

FOR THE SILT FENCE FABRIC TO BE LAID IN THE GROUND AND BACKFILLED WITH COMPACTED

THE TRENCH MUST BE A MINIMUM OF 150 mm (6 inches) DEEP AND 150 mm (6 inches) WIDE TO ALLOW 3.

THAT THE DOWNSLOPE FACE OF THE TRENCH IS FLAT AND PERPENDICULAR TO THE LINE OF FLOW.

THE TOE OF THE SILT FENCE SHALL BE TRENCHED IN WITH A SPADE OR MECHANICAL TRENCHER, SO 2.

INCHES). IF WOOD POSTS CANNOT ACHIEVE 300 mm (12 inches) DEPTH, USE STEEL POSTS.

TOWARD THE ANTICIPATED RUNOFF SOURCE. POST MUST BE EMBEDDED A MINIMUM OF 300 mm (12

STEEL OR WOOD POSTS WHICH SUPPORT THE SILT FENCE SHALL BE INSTALLED ON A SLIGHT ANGLE 1.

(BOTH SIDES)

4 FT SPACING

MULCH SOCK

MIN. 24"

STANDARD NO.

648S-1

MULCH SOCK

FLOW

DIRECTION OF

MULCH SOCK

STACK MULCH SOCKS

OVERLAP DO NOT

MINIMUM 12" (300 mm)

GROUND

THE SOCK AND THE

FILL SEAM BETWEEN

MULCH MATERIAL TO

PLACE ADDITIONAL

POSTS

MULCH MATERIAL

ACCEPTABLE IN THE MULCH.

LARGE PORTIONS OF SILT, CLAYS, OR FINE SANDS ARE NOT

SHREDDED BARK, STUMP GRINDINGS, OR COMPOSTED BARK.

SEPARATED AT THE POINT OF GENERATION, AND MAY INCLUDE:

MULCH CONSISTS PRIMARILY OF ORGANIC MATERIAL,

COMPOST, SECTION 1.6.2.B, WOOD CHIP REQUIREMENTS).

MINUS SCREENING PROCESS (EQUIVALENT TO TXDOT ITEM 161,

USE UNTREATED WOOD CHIPS PRODUCED FROM A 3 (THREE) INCH

MULCH SOCK MATERIAL

ADDITIONAL SILTATION.

SHALL BE DISPOSED OF ON AN APPROVED SITE AND IN SUCH A MANNER THAT WILL NOT CONTRIBUTE TO

ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF 150mm (6 inches). THE SILT 6.

MANUAL TABLE 1.4.5.F.1 FOR A GIVEN SLOPE CATEGORY.

EXCEED THE MAXIMUM SPACING CRITERIA PROVIDED IN CITY OF AUSTIN ENVIRONMENTAL CRITERIA

MULCH SOCKS SHOULD BE USED AT THE BASE OF SLOPES NO STEEPER THAN 2:1 AND SHOULD NOT 5.

MATERIAL.

BURLAP, TWINE, UV PHOTOBIODEGRADABLE PLASTIC, POLYESTER, OR ANY OTHER ACCEPTABLE

SOCK MATERIAL WILL BE 100% BIODEGRADABLE, PHOTODEGRADABLE, OR RECYCLABLE SUCH AS 4.

DEBRIS, BIOSOLIDS, OR MANURE.

PLANT GROWTH; IT IS NOT ACCEPTABLE FOR THE MULCH MATERIAL TO CONTAIN GROUND CONSTRUCTION

MULCH MATERIAL MUST BE FREE OF REFUSE, PHYSICAL CONTAMINANTS, AND MATERIAL TOXIC TO 3.

300mm (12 inches).

JOINTS OF ADJACENT ENDS OFMULCH SOCKS, LAP THE ENDS OF ADJACENT MULCH SOCKS A MINIMUM OF

PERPENDICULAR TO THE LINE OF FLOW. IN ORDER TO PREVENT WATER FROM FLOWING BETWEEN THE

THE TOE OF THE MULCH SOCK SHALL BE PLACED SO THAT THE MULCH SOCK IS FLAT AND 2.

ACCEPTABLE.

IF WOOD POSTS CANNOT ACHIEVE 600mm (24 inches) DEPTH, USE STEEL POSTS. EARTH ANCHORS ARE ALSO

TOWARD THE ANTICIPATED RUNOFF SOURCE. POST MUST BE EMBEDDED A MINIMUM OF 600mm (24 inches).

STEEL OR WOOD POSTS WHICH SUPPORT THE MULCH SOCK SHALL BE INSTALLED ON A SLIGHT ANGLE 1.

NOTES:

ANCHORS

EARTH

POSTS OR

ANCHOR

NOTES:

641S-1

EXISTING GRADE

R.O.W.

ROADWAY

PLAN VIEW

PROFILE

STANDARD NO.

1. STONE SIZE: 75-125 mm (3-5'') OPEN GRADED ROCK.

2. LENGTH: AS EFFECTIVE BUT NOT LESS THAN 15 m (50').

3. THICKNESS: NOT LESS THAN 200 mm (8'').

4. WIDTH: NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS/EGRESS.

STABILIZED CONSTRUCTION ENTRANCE

(50') MIN.

15 m

FROM LEAVING SITE

GRADE TO PREVENT RUNOFF

(8'') MIN.

200 mm

ENTRANCE AND PUBLIC RIGHT-OF-WAY

BETWEEN STABILIZED CONSTRUCTION

PROVIDE APPROPRIATE TRANSITION

(50') MIN.

15 m

ENTERING ANY STORM DRAIN, DITCH OR WATERCOURSE USING APPROVED METHODS.

AN APPROVED TRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM

IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE AND DRAINS INTO

SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC ROADWAY. WHEN WASHING IS REQUIRED,

5. WASHING: WHEN NECESSARY, VEHICLE WHEELS SHALL BE CLEANED TO REMOVE

ROADWAY MUST BE REMOVED IMMEDIATELY.

ALL SEDIMENTS THAT IS SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC

WELL AS REPAIR AND CLEAN OUT OF ANY MEASURE DEVICES USED TO TRAP SEDIMENT.

REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND, AS

PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAY. THIS MAY

6. MAINTENANCE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL

SWALE TO PREVENT RUNOFF FROM LEAVING THE CONSTRUCTION SITE.

7. DRAINAGE: ENTRANCE MUST BE PROPERLY GRADED OR INCORPORATE A DRAINAGE

UNDISTURBED EARTH

CENTER PIPE IN TRENCH

MULCH OR SOD

NATURAL GROUND

510S-5

(12'')

300 mm

(+6'')

+150 mm

PIPE O.D.

O.D.

PIPE

(6'')

150 mm

(+12'') MIN.

PIPE O.D. +300 mm

(+24'') MAX.

PIPE O.D. +600 mm

STANDARD NO.

510.3(6)

ITEM 510, SECTION

SECTION 3.4.3 AND

AS DEFINED IN UCM

MINIMUM COVER

SUBGRADE

WITH UNFINISHED SURFACE

TYPICAL TRENCH DETAIL

PER GEOTECH REPORT

COMPACTED BACKFILL

SEE SPECS

BEDDING ENVELOPE

SIDES OF EXCAVATION.

2. ANY CONCRETE PAVING SHALL BE SAW CUT 150 mm (6'') WIDER THAN UNDISTURBED

ABOUT THE CENTER LINE OF THE EXCAVATION.

OF 300 mm (12'') WIDER THAN THE UNDISTURBED SIDES OF THE TRENCH, SYMETRICAL

1. THE EXISTING PAVING SURFACE SHALL BE SAW CUT IN A STRAIGHT LINE A MINIMUM

HOT MIX ASPHALTIC CONCRETE.

MAINTAINED LEVEL WITH ADJACENT RIDING SURFACE WITH COLD MIX OR TEMPORARY

3. IF EXCAVATION AREA IS OPEN FOR TEMPORARY PUBLIC USE, THE SURFACE SHALL BE

WHICHEVER IS GREATER.

KIND OF EQUAL THICKNESS, OR MINIMUM BASE THICKNESS OF 250 mm (10''),

4. ROAD BASE AND SURFACE MATERIALS IN THE TRENCH CUT SHALL BE REPLACED IN

THICKNESS, WHICHEVER IS GREATER.

AND REPLACED WITH MINIMUM OF 200 mm (8'') OF BASE OR MATCH EXISTING

5. ALL DAMAGED AREAS OF PAVEMENT OUTSIDE THE TRENCH CUT SHALL BE REMOVED

50 mm (2''), WHICHEVER IS GREATER.

6. SURFACE PAVEMENT SHALL BE OF THE KIND AND THICKNESS AS EXISTING, OR MINIMUM

SAW CUT

EXISTING SURFACE

CENTER PIPE IN TRENCH

UNDISTURBED EARTH

NEW BASE

510S-3

TYPICAL TRENCH WITH PAVED SURFACE

(SEE NOTES 4 & 5)

EXISTING BASE

(SEE NOTE 6)

NEW PAVEMENT DEPTH

150 mm (6'')

150 mm (6'')

(12'')

300 mm

(+6'')

+150 mm

PIPE O.D. PIPE O.D.

(6'')

150 mm

(+12'')MIN.

PIPE O.D.+300 mm

(+24'') MAX.

PIPE O.D.+600 mm

NOTES:

WASTEWATER LINES

1.65 m (66'') MIN. FOR

WATER LINES

1.2 m (48'') MIN. FOR

DEPTH VARIES

STANDARD NO.

SEE SPECIFICATIONS

BEDDING ENVELOPE

SEE SPECIFICATIONS

COMPACTED BACKFILL

PRIME COAT

NEW PAVING SURFACE

MORTAR

MORTAR

FLOW

PLAN

SECTION A-A

A

A

BB

OPTIONAL BASE

PRE-CAST CONCRETE

STORM DRAIN MANHOLE

506S-3

INLET OUTLET

VARIABLE

VA

RIA

BL

E

SECTION B-B

PRE-CAST CONCRETE

STORM DRAIN MANHOLE

FRAME AND COVER

506S-3

INLET

SHELF

SHELF

OUTLET

1.2 m

(48'')

DIA.

25 mm

(1'')

PIPE

VARIES

50 mm

(2'')

(1''/12'')

SLOPE 25 mm/300 mm

PLACE TOP SYM.

BENEATH FRAME

EXISTING

GROUND

100 mm

(4'')

863 mm + 13 mm

(34•'' + •'')-

-

TAPERED CONE

600 mm (24'')

MIN.

FOR RING ADJUST.

SEE STANDARD

506S-4

ALTERNATE SECTION

MAY BE SUBMITTED FOR APPROVAL

1.2 m

(48'') DIA.

FRAME AND COVER

SEE NOTE BELOW

NOTE:

USE 800 mm (32'') FRAME AND COVER.

MINIMUM MANHOLE DIA. MINIMUM PIPE SIZE

1.2 m (4')

1.5 m (5')

1.8 m (6')

2.1 m (7')

450 TO 600 mm (18 TO 24'')

750 mm TO 1.1 m (30 TO 42'')

1.2 TO 1.4 m (48 TO 54'')

1.5 TO 1.7 m (60 TO 66'')

SIZE TO BE USED IS DEPENDENT ON DRAIN ANGLES.

ONE 75 mm (3'')

ADJUSTING RING

(OPTIONAL)

75 mm

(3'') MAX.

OPTIONAL

STEP AS

REQUIRED

300 mm MIN. -

600 mm MAX.

(12'' MIN. - 24'' MAX.)

IF DEPTH OF MANHOLE

PERMITS375 mm OR

400 mm

(15'' OR 16'')

375 mm TO 1.2 m

(15'' TO 48'')

AS REQUIRED

1.2 m

(48'') DIA.

MANHOLE STEPS

400 mm

(16'') MAX.

TYP.

300 mm

(12'') OPTIONAL

125 mm (5'')

SHELF SLOPE

25 mm IN 300 mm

(1'' IN 12'')

50 mm (2'')

FLOW FLOW

100 mm

(4'') MIN.

UNDISTURBED

EARTH

ƒD

300 mm (12'')

CLASS A CONCRETE,

ITEM 40315M @ 200 mm

(#5 @ 8'')

BOTH WAYS

STANDARD NO.

1 OF 2

STANDARD NO.

2 OF 2

DATE

CASTING#

TEXAS

DR INA000

DATE

LOOG G

ORIIN

-

ORIGIN

- MFR. LOGO

- COUNTRY OF

- LID WEIGHT

- DATE

- SEWER

- AUSTIN

- TEXAS

3

- STORM

OST RM

813 mm (32'')

559 mm (22'')

806 mm (31ƒ'')

762 mm (30'')

756 mm (29ƒ'')

LID PLAN VIEW

LID SECTION VIEW

PICK BAR 2

000

MFG. I.D.

LID SECTION VIEW

3

UNIT

503S-4S 503S-4S 503S-4S

NOTES:

1

2

3

4

5

6

MFG.

I.D.

COU

NTRY OF

ORIG IN

CA

STIN

G

D

AT

E

MFG. LOGO

COUNTRY OFORIGIN

DATE

-

-

-

}

MANHOLE LID

ALL CORNERS AND EDGES SHALL HAVE A 1.5 mm (ˆ'') MINIMUM RADIUS.

LIDS SHALL BE CAST WITH TWO 25 mm (1'') DIA. STEEL PICK BARS.

FILLETS SHALL BE 6 mm (‚'') RADIUS UNLESS OTHERWISE SPECIFIED.

819 mm (32‚'')

762 mm (30'')

857 mm (33ƒ'')

1,022 mm (40‚'')

MANHOLE RING

RING SECTION

LIFT HOLE DETAIL

STAR LAYOUT PICK BAR DETAIL

6 mm (‚'') CLEAT

MACHINED SURFACE

38 mm (1•'')

63.5 mm (2•'')

41 mm (1†'')

6 mm (‚'')

32 mm (1‚'')

17 mm ( •'') PLATE

6 mm (‚'') CLEAT

UNIT

�»¿

�»¿

STANDARD NO.

1 OF 3

STANDARD NO. STANDARD NO.

2 OF 3 3 OF 3

51 mm(2'')

12.5 mm (•'')

BORDER (TYP.)

38 mm (1•'')

(TYP.)

12.5 mm (•'')

LETTERS

32 mm (1‚'')

LETTERS

19 mm (ƒ'')

LETTERS

38 mm (1•'')

LETTERS

248 mm

(9ƒ'')

203 mm

(8'')

197 mm

(7ƒ'')

�»¿

(TYP.)

19 mm (ƒ'')

LETTERS (TYP.)

MACHINED SURFACE

(LID SEAT)

25 mm

(1'')

19 mm

(ƒ'')

MANUFACTURER SHALL PROVIDE INDEPENDENT TESTING LABORATORY REPORT ON

25,000 POUND PROOF LOAD TEST CONDUCTED ACCORDING TO AASHTO M-306.

LID WEIGHTS SHALL BE 935 N (210 LBS.) FOR CAST IRON OR 779 N (175 LBS.)

FOR DUCTILE IRON. WEIGHT SHALL BE CAST ON BOTH TOP AND BOTTOM OF LID.

MANUFACTURER SHALL REMOVE EXCESS IRON AND MACHINE FINISH SEATING SURFACES

TO NOTED DIMENSIONS.

16 mm (†'')

MIN. (TYP.)

ï»¿4-GUSSETS AT

(TYP.)

35 mm (1…'') DIA.

LIFT HOLE

19 mm (ƒ'')

LETTERS

MACHINED

SURFACE

MACHINED

SURFACE

38 mm

(1•'')

16 mm

(†'')

16 mm

(†'')

67 mm

(2†'')25 mm

(1'')

124 mm

(4‡'')

16 mm

(†'')

95 mm

(3ƒ'')

MACHINED SURFACE

(LID SEAT)

19 mm

(ƒ'')

25 mm (1'') DIA.

STEEL BAR

59 mm

(2Š'')

19 mm

(ƒ'')

19 mm

(ƒ'')

19 mm

(ƒ'') TYP.

35 mm (1…'') DIA.

LIFT HOLE IN GUSSET

(RELIEVE SPOKE ENDS 3 mm („'') BEYOND

LID FOR SEAT MACHINING PURPOSES)

MANHOLE

RING

STORM DRAIN MANHOLE

RING AND 813 mm (32'') COVER

STORM DRAIN MANHOLE


STORM DRAIN MANHOLE


12.5 mm (•'')

WALL THICKNESS

762 mm(30'') DIA.

699 mm

(27•'') DIA.

660 mm(26'') DIA.

597 mm

(23•'') DIA.

559 mm(22'') DIA.

457 mm(18'') DIA.

419 mm

(16•'') DIA.

356 mm(14'') DIA.

317.5 mm

(12•'') DIA.

254 mm(10'') DIA.

216 mm

(8•'') DIA.

178 mm(7'') DIA.

89 mm

(3•'')

RADIUS

48 mm (1‡'')

RADIUS

AT 705 mm

(27ƒ'') DIA.

BEGIN SPOKE

TAPER

A

TYPICAL PRECAST BASE

506S-10

863 mm (34'')

INSIDE DIAMETER

1.20 m (48'')

WW-146C

PER STD. SPL

TYPICAL WEDGE SEAL

SPL WW-146

PRECAST SECTION

PER ASTM C-478

STEEL REINFORCEMENT

PRECAST BASE WITH

PIPE I.D.

" LARGEST43INVERT MIN.

''U'' SHAPED

2. MH FOUNDATION SHALL MEET OR EXCEED STD. SPEC. 506.5B.

MANHOLE RISER SECTIONS ON THE PRECAST CONCRETE BASE.

CONTRACTOR SHALL LEVEL AND PLUMB THE BASE PRIOR TO SETTING THE PRECAST

1. THE MANHOLE BASE SHALL BE BEDDED ON 150 mm (6'') COARSE AGGREGATE. THE

NOTE:

(18'') MIN.

450 mm

ON PRECAST BASE

WASTEWATER MANHOLE

STANDARD NO.

SPL WW-146D

CONNECTOR

PIPE TO M.H.

12"

A

12"FOUNDATION

AROUND M.H.

300 mm (12") ALL

LAYER TO EXTEND MIN.

COARSE AGGREGATE

150 mm (6'') MIN.

SLOPE

1:12 (8%)

AS APPLICABLE

STD. DETAIL 506-4 OR 506-4A

(32'') RING & COVER, VARIES SEE

INSTALL STANDARD 800 mm

(2")

50mm

(2")

50mm

506S-14

1 m X 1 m (42" X 42") CONCRETE PAD

15M (#5) BAR

LARGE DIAMETER CLEANOUT

STANDARD NO.

(14')

4.2m

GRADE RINGS

75 mm (3")

MIN. (2)

(6'' TO 10'')

150 mm TO 250 mm

SIZE VARIES FROM

ALL AROUND CLEANOUT

LAYER TO EXTEND 300 mm (12")

150 mm (6'') COARSE AGGREGATE

(4'' TO 8'')

100 mm TO 200 mm

SIZE VARIES FROM

WITH 15M (#5) BAR

CLASS A 3000 PSI

200 mm (8") THICK

CONCRETE PAD,

(42" X 42")

1 m X 1 m

GASKETED RING & COVER

600 mm (24'') BOLTED AND

REFER TO STANDARD DETAIL 503S-3W

BOTTOMW/INVERTED

SPL 146B

FITTING

600 mm (24'')

(42")

1 m

(2")

50 mm

(42")

1 m

(2")

50 mm

600 mm

PIPE

(24")

PER SPL WW-227A

PVC PIPE

600 mm (24'')

ITEM 402S

STRENGTH MATERIAL

CONTROLLED LOW

95% COMPACTION OR

BACKFILL CONSISTING OF

INLETOUTLET

GROUT

NON-SHRINK

GROUT ALL AROUND

NON-SHRINK

FOUNDATION300 MM (12") 300 MM (12")

NOTE:

1. CLEAN OUT FOUNDATION SHALL MEET OR EXCEED STD, SPEC 506.5B.

TO PREVENT ADHESION.

BETWEEN PVC AND CONCRETE

PLACE POLY-WRAP FILM

(1")25 mm

VA STANDARD DETAILS

SEE SPECIFICATIONS

LOCATING TAPE

SEE SPECIFICATIONS

LOCATING TAPE

NTSF1 NTSF2

NTSD7NTSD5NTSD3NTSD2NTSD1

NTSB1 NTSB2 NTSB3 NTSB5 NTSB7 NTSB9

GS5.1

Temple, TX 76504


03/13/2015

674-279

205



210.530.0755


W E S T E A S T

Drawing Number

© T

hese d

ocu

ments can n

ot be c

opie

d or re

pro

duced without

written c

onsent fro

m W

estE

ast

Desig

n Gro

up,

1

Date

Project Number

one eigth inch = o

ne foot

DRAWNChecked

Building Number



Location

Project Title

Management

and Facilities

Construction




1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

one q

uarter inch = o

ne foot

thre

e eigths inch = o

ne foot

one h

alf inch = o

ne foot

thre

e q

uarter s inch = o

ne foot

one inch = o

ne foot

one a

nd o

ne h

alf inch = o

ne foot

thre

e inches = o

ne foot

Dwg. of

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Veterans Affairs

Department of

RSBMWM

TO BUILDING 205

RESEARCH ADDITION

FAX (512) 252-8141

TEL (512) 777-4600



03-13-2015

ST

ATE OF TEXA

S

MARK W. McGRAW

83967

PR

OFESSIONAL E

NGINE

ER

LICENSED

[102

mm]

[114

mm]

[102

mm]

(TYP.)

4" MIN. W/RAIL [102mm]

8" MIN. W/RAIL [203mm]

TRAVERSE SECTION B

[13mm]

[1219mm]

[305mm]

LONGITUDINAL SECTION A

NOTE:4'

6.

5.

4.

3.

2.

1.

4"

4 1/

2"

4"

1/2"

R

[152mmx152mmxMW19xMW19]

6"x6"xMW19xMW19

SUBGRADE

COMPACTED

1'

5' MIN.

LEVEL AREA

[1524mm]

35' MAX AT 1:20.

[10668mm]

5' MIN.

LEVEL AREA

[1524mm]

REFER TO PG-18-13 INDEX.

PROVIDE AN AGGREGATE BASE WHERE SUBSURFACE CONDITIONS WARRANT IT.

SEE ARCHITECTURAL STANDARDS FOR HANDRAIL DETAILS.

MAXIMUM SLOPE OF RAMP SHALL NOT EXCEED 8.33%.

ON BOTH SIDES.

PROJECTION GREATER THAN 72" [1829mm], THEN IT SHALL HAVE HANDRAILS

IF A RAMP RUN HAS A RISE GREATER THAN 6" [152mm] OR A HORIZONTAL

RAMP IS REQUIRED WHERE THE WALK EXCEEDS 3%.

#RAMP FOR DISABLED PERSONSNTS

B

-

HANDRAIL

(TYP.)

1/2" BEVEL [13mm]

(TYP.)

HANDRAIL

A

-

SLOPE

2%MAX.

REMOVABLE POST BARRICADE#

NTS

BARRICADES" FOR POST DETAILS.

REFER TO VA STANDAD DETAIL 32 02 23-04 "CONCRETE POST 3.

& PEEN EXPOSED END OF BOLT.

STRAPS. CUT BOLT APPROX. 1/8" [6mm] FROM FACE OF NUT

HAND TIGHTEN BOLT & NUT USING WASHERS EACH SIDE OF 2.

REMOVABLE POST BARRICADE SHALL NOT BE CONCRETE FILLED.1.

NOTES:

(TYPE "B") [150x915mm]

(TYPE "A")[100x610mm]

STANDARD PIPE SLEEVE FOOTING DIMENSIONS

POST BARRICADES" FOR

32 02 23-04 "CONCRETE

REFER TO VA STANDAD DETAIL

VA SPECIFICATIONS

UTILITY CONCRETE PER

90x40x6mm]

3 1/2"x1 1/2"x1/4" [

NUT.

2 WASHERS, 13x25mm]

1/2"x1" HEX BOLT [

INFORMATION

DETAIL" FOR ADDITIONAL

POST BARRICADE - STRAP

32 05 23-06 "REMOVABLE

VA STANDARD DETAIL

[50x40x6mm]STRAP

2"x1 1/2"x1/4"

2'-

6" [762

mm]

TYP

E "B"

1'-

6" [457

mm]

TYP

E "A"

3'-

0" [914

mm]

TYP

E "B"

2'-

0" [610

mm]

TYP

E "A"

REMOVABLE POST BARRICADE - STRAP DETAIL#

NTS

STANDARD PIPE SLEEVE

5/8" [16mm] HOLES

[6mm]

1/4"

EACH SIDE

DIMENSION TYP.

[90x38x6mm] STRAP

3 1/2"x1 1/2"x1/4"

FOR ADDITIONAL INFORMATION.

"REMOVABLE POST BARRACADE"

AND 32 05 23-05

"CONCRETE POST BARRICADES"

DETAILS 32 05 23-04

REFER TO VA STANDARD

NOTE:

[19

mm]

3/

4"

[19

mm]

3/

4"

[38

mm]

1

1/

2"

[19mm]

3/4"

[19

mm]

3/

4"

VA SPECIFICATIONS


[50x38x6mm] STRAP

2"x1 1/2"x1/4"

[19mm]

3/4"

[38

mm]

1

1/

2"

[6mm]

1/4"

[51mm]

2"

POST BARRICADE

STANDARD PIPE

STANDARD PIPE SLEEVE

5/8" [16mm] HOLES

VA SPECIFICATIONS


2"

[51

mm]

[38mm]

1 1/2"

POST BARRICADE

STANDARD PIPE

#NTS

PL

[609mm]

2'

(MAX)

12:1

SIDEWALK

ALTERNATIVES

CURB ACCESS RAMP

1:50 (MAX)

WARNING STRIP

DETECTIBLE

TRUNCATED DOMES

PL

(MAX)

12:1

1:50 (MAX)

WARNING STRIP

DETECTIBLE

TRUNCATED DOMES

CHORD

ADDITIONAL INFORMATION.

TACTILE - WARNING STRIP" FOR

32 05 23-20 "TRUNCATED DOME

REFER TO VA STANDARD DETAIL

NOTE:

4' MIN.

[1219mm]

4' MIN.

[1219mm]

>5'

[1524mm] 18"

[455

mm]

18"

[455

mm]

18"

[455

mm]

<5'

[1524mm]

VARIES

2" [51mm] R.

H=DESIGN REVEAL

FOR REVEALS OF 8" [203mm] TO 10" [254mm].8.

[203mm].

FOR REVEALS OF 6" [152mm] TO LESS THAN 8" 7.

PROJECT PLANS.

INDICATED BY THE APPLICABLE STANDARD DETAIL OR

[6mm] RADIUS UNLESS A LARGER RADIUS IS

SHALL BE FINISHED WITH A TOOL HAVING A 1/4"

ALL EXPOSED EDGES AND HAND TOOLED JOINTS 6.

FORMS OR MAY BE SLIP FORMED.

SINGLE CURB MAY BE CONSTRUCTED BY THE USE OF 5.

THE LENGTH OF THE CURB OR CURB AND GUTTER.

FOLLOWED BY BRUSHING WITH A FINE BRUSH ALONG

CONCRETE SHALL BE FINISHED WITH A STEEL TROWEL 4.

FULL DEPTH OF THE CONCRETE.

THE 1/2" [13mm] JOINT FILLER SHALL EXTEND THE

SIDEWALKS, DRIVEWAYS AND CURB ACCESS RAMPS.

PLACED BETWEEN CURBS AND ADJACENT STRUCTURES,

INTERVALS. EXPANSION MATERIAL SHALL ALSO BE

TRANSITIONS, AND AT A MAXIMUM OF 60' [1828.8cm]

LOCATED AT TANGENT POINTS IN CURB RETURNS,

1/2" [13mm] THICK EXPANSION JOINTS SHALL BE 3.

[4572mm].

MAXIMUM SPACING ON SCORED JOINTS SHALL BE 15' 2.

A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI.

ALL CONCRETE CURBS AND TRANSITIONS, SHALL HAVE 1.

NOTES:

6 TO 1 (MAX.)

CURB

TOP OF

CONCRETE CURB AND TERMINAL SECTION#

NTS

JOINT FILLER

BITUMINOUS

1/2" [13mm]

[19mm]

3/4" R.

WIDTH

PAVEMENT

ROADWAY &

CONCRETE VERTICAL CURB

NOTE 7

[241mm]

9 1/2"

NOTE 8

[254mm]

10"

NO

TE

8

[406

mm]

16"

NO

TE

7

[356

mm]

14"

6"

[152mm]

"H"

1:4 CURB

BATTER

CONCRETE CURB TERMINAL SECTION

6"

MIN.

[152

mm]

SURFACE

PAVEMENT

DESIGN END OF CURB

#NTS

CONCRETE SIDEWALK

1/4" DEEP SCORED JOINTS (TYP) SPACED AT 6' [1829mm] OR EQUAL TO SIDEWALK WIDTH.7.

A FINE BRUSH IN A TRANSVERSE DIRECTION.

CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED WITH 6.

THE WIDTH OF SIDEWALK OR MATCH SCORED JOINTS OF ADJACENT CURB.

SCORED JOINTS SHALL BE 1/4" [6mm] DEEP AND PLACED AT THE SPACING INDICATED FOR 5.

FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" [6mm] RADIUS.4.

[4572mm] OR AT A SPACING THAT MATCHES THE ADJACENT CURB.

1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF APPROXIMATELY 15' 3.

LOCATIONS AND SHALL EXTEND THE FULL DEPTH OF THE CONCRETE.

ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT 2.

OR OTHER ADJACENT STRUCTURES.

EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB 1.

NOTES:

CONTRACTION JOINT.

SCORED OR SAWCUT

1" [25mm]

TOP OF CURB

JOINTS

DEEP SCORED

1/4" [6mm]

JOINTS ONLY

(TYP.) FORMED

1/4" [6mm] R.

CONCRETE

CLASS "B"

JOINT FILLER

1/4" [6mm] BITUMINOUS

EXPANSION JOINT WITH

2% MAX.

1% MIN.

2% MAX.

1% MIN. [152

mm]

6"

MIN.

VARIES PER PLANS 0' MIN.

[3200mm]

10.5' MAX.

TYPICAL SECTION

EXPANSION AND SCORED JOINT DETAIL

[5

mm]

3/

16"

[102

mm]

4" (T

YP)

60' MAX.

EXPANSION JOINT TO EXPANSION JOINT

[18288mm]

60' MAX.

EXPANSION JOINT TO EXPANSION JOINT

[18288mm]

SEE NOTE 7

(TYP) PL

AN

S

PE

R

P

ER

PL

AN

S

PLAN

#NTS

ALL CONCRETE SHALL BE 2500 PSI.5.

A-153 OR CADMIUM PLATED TO CONFORM TO ASTM A-165.

ALL HARDWARE SHALL BE GALVANIZED TO CONFORM TO ASTM 4.

ALL HARDWARE SHALL CONFORM TO ASTM A-307 CLASS A. 3.

ASTM A-525. COATING DESIGNATION G-90.

PERFORATED POSTS SHALL BE GALVANIZED TO CONFORM TO 2.

[.3mm].

AGREE WITH STD. CORNER RADII OF 5/32" [4mm] TO 1/64"

EQUAL. THE POSTS SHALL BE EXTERNALLY SCARFED TO

THE CORNER BY HIGH FREQUENCY RESISTANCE WELDING OR

STEEL. THE SQUARE TUBES SHALL BE WELDED DIRECTLY IN

0.105 U.S.S. GAUGE ASTM A-366 COLD ROLLED CARBON

PERFORATED POSTS SHALL BE SQUARE TUBE FORMED FROM 1.

MATERIALS:

SHEET FOR INSTALLATION LOCATION.

REFER TO SIGN POST LOCATION DETAIL, DETAIL 4, THIS 6.

GALVANIZED.

BOLT WITH NUT AND LOCK WASHER TO BE 7/16"x3" 5.

PAVED SURFACE.

POST FOUNDATIONS SHALL BE PERPENDICULAR TO THE 4.

FOUNDATION LOCATION TO BE APPROVED BY ENGINEERING.3.

FOUNDATION LOCATED 1' FROM EDGE OF PAVEMENT. 2.

TUBING WRAPPED AND SEALED WITH DUCT TAPE.

REMOVED AFTER CONCRETE HAS SET AND EXPOSED SQUARE

STARTER SIGN POST. STARTER SIGN POST SHALL BE

FOUNDATION WILL BE CONSTRUCTED WITH 1 3/4"x1 3/4" 1.

:NOTES

SPACED AT 1" [25mm] 0.C.

7/16" [10mm] HOLE DIAMETER

AREAS.

IN CONCRETE

MATERIAL TYP.

EXPANSION

MATERIAL.

LANDSCAPE

FINISH WITH

GRADE

FINISHED

[100mm]

4"

FOUNDATION

SIGN POST DETAIL SQUARE TUBE

12" SQUARE

[300mm]

8"

[200

mm]

2

1/

2"

[63

mm]

2"

[50

mm]

12" SQUARE

[300mm]

2

1/

2"

[63

mm]

4"

[100

mm]1

2"

[305

mm]

2'-

2

1/

2"

[673

mm]

2'-

8

1/

2"

[826

mm]

6"

[152

mm]

PERFORATED POST

2"x2" [50x50mm]

PERFORATED POST

[57x57mm]

2 1/4"x2 1/4"

PERFORATED POST

[40x40mm]

1 3/4"x1 3/4"

2'-

9"

[838

mm]

8" SQUARE

[200mm]

1"

[25

mm]

1"

[25

mm]

TRUNCATED DOME TACTILE - WARNING STRIP#

NTS

PER SQUARE INCH

COVERAGE = 41 POINTS

FIELD LEVEL DOME

NOTE:

FOR ORIENTATION)

@ 3" [76mm] C/C (SEE PLAN

INTERNAL EMBEDMENT FLANGE

HIGH

0.045" [1mm]

PLAN FOR ORIENTATION)

@ 3" [76MM] C/C (SEE

INTERNAL EMBEDMENT FLANGE

SHOWN ON REFLECTED PLAN

FLANGES (3 PER FLANGE) AS

(3 PER FLANGE)

EMBEDMENT FLANGES

HOLE THROUGH

PER TILE

FLANGE 7

EMBEDMENT

INTERNAL

OF TILE

DOME UNDERSIDE

SECTION B-B

SECTION A-A

DETAILPLAN - TILE REFLECTED PLAN - TILE

[79mm]

3.125"3"

[76mm]

0.1875"

[5mm]

3.125"

[79mm]

0.1875"

[5mm]

0.2

0"

[5

mm]

1.3

75"

[35

mm]

0.20"

[5mm]

0.20"

[51mm]

0.45"

[11mm]

0.45"

[11mm]

1.26"

[32mm]

1.67"

[42mm]

1.67"

[42mm]

24.625"

[625mm]

CONCRETE

STRUCTURAL POLYMER

TILE FILLED WITH

AS SHOWN IN PLAN

EMBEDMENT FLANGES

0.0

6"

[2

mm]

0.2

5"

[6

mm]

0.3

75"R

[10m

m]

HIGH

0.045" [1mm] 0.20"

[5mm]

0.20"

[51mm]

0.45"

[11mm]

0.45"

[11mm]

1.26"

[32mm]

1.67"

[42mm]

1.67"

[42mm]

24.625"

[625mm]

0.3

75"R

[10m

m]

0.1875"

[5mm]

0.1

5"

[4

mm]

1.3

75"

[35

mm]

0.7

0"

[18

mm]

0.2

7"

[7

mm]

0.9

5"

[24

mm]

1.6

7"

2.3

5"

[60m

m]

0.40"

[10mm]

1.26"

[32mm]

0.0

938"

[2

mm]

0.9

0"

[23

mm]

0.4

0"

[10

mm]

[42

mm]

1.67"

[42mm]

0.0

938"

[2

mm]

0.0

938"

[2

mm]

0.0

938"

[2

mm]

0.0625"

[1mm]B B

A

A

1.26"

[32mm]

1.26"

[32mm]

14 DOMES @ 1.67"

[42mm] SPACING C/C

24.625"

[625mm]

1.2

6"

[32

mm]

1.2

6"

[32

mm]

14

DO

ME

S

@

1.6

7"

[42

mm]

SP

ACIN

G

C/

C

24.6

25"

[625

mm]

RIGHT

DETAIL

SEE

1.26"

[79mm]

3.125"

[79mm]

7 FLANGES @ 3"

[76mm] SPACING C/C

24.625"

[625mm]

1.8

75"

[5

mm]

1.2

6"

[32

mm]

8.0

0"

[203

mm]

24.6

25"

[625

mm]

8.0

0"

[203

mm]

0.7

5"

[19

mm]

0.625"

[16mm]

1.238"

[31mm]

LEADING EDGES OF THE RAMP OPENING.

DEIFNED BY THE CHORD DRAWN BETWEEN THE

EDGE OF THE DETECTABLE WARNING MAY BE

LOCATED ALONG A CURB RETURN, THE LEADING

FEET FROM THE BACK OF THE CURB. WHEN

DETECTABLE WARNING MAY BE MORE THAN 5

CORNER OF THE LEADING EDGE OF THE

ALIGNED IN THE DIRECTION OF TRAVEL. ONE

EXCLUDING THE WINGS. ALL DOMES MUST BE

THE ENTIRE WIDTH OF THE RAMP OPENING,

THE DETECTABLE WARNING STRIP MUST COVER

DETECTABLE WARNING NOTES:

EXISTS, REFER TO 32 12 16-03 "TYPE 3 UTILITY TRENCH PATCH".

FOR TRENCH WHERE PORTLAND CEMENT CONCRETE (PCC) PAVEMENT

STANDARD DETAIL 32 12 16-02 "TYPE 2 UTILITY TRENCH PATCH".

FOR TRENCH WIDTHS EXCEEDING 4' [1219mm] REFER TO VA


2" [50mm] MINIMUM OR THICKNESS OF EXISTING PAVEMENT

LONGITUDINAL TRENCHES WITH WIDTHS GREATER THAN 6' [1829mm].

BITUMINOUS SURFACE TREATMENT (CHIPSEAL) REQUIRED ONLY FOR

IS GREATER.

BASE COURSE MATERIALS (E.G. ABC & SELECT MATERIAL) WHICHEVER

4" [100mm] MINIMUM ABC OR THICKNESS OF EXISTING GRANULAR

PAVEMENT PATCH NOTES" FOR ADDITIONAL INFORMATION.

REFER TO VA STANDARD DETAIL 32 12 16-04 "UTILITY TRENCH

TYPE 1 UTILITY TRENCH PATCH#

NTS

4'-0" MAX.

[1219mm]

1'-0" MAX.

[305mm]

1'-0" MAX.

[305mm]

BACKFILL

TRENCH

COMPACTION

ABC 100% MIN.

ASPHALTIC CONCRETE

DEPTH BOTH SIDES

ASPHALT FULL

SAW CUT EXISTING.

TACK COAT (TYP.)

PAVEMENT

EXISTING

PORTLAND CEMENT CONCRETE (PCC) THICKNESS EQUAL TO EXISTING.

IS GREATER.

BASE COURSE MATERIALS (E.G. ABC & SELECT MATERIAL) WHICHEVER

4" [100mm] MINIMUM ABC OR THICKNESS OF EXISTING GRANULAR

EXISTS, REFER TO 32 12 16-03 "TYPE 3 UTILITY TRENCH PATCH".

FOR TRENCH WHERE PORTLAND CEMENT CONCRETE (PCC) PAVEMENT

DETAIL 32 12 16-01 "TYPE 1 UTILITY TRENCH PATCH".

FOR TRENCH WIDTHS 4' [1219mm] OR LESS REFER TO VA STANDARD


2" [50mm] MINIMUM OR THICKNESS OF EXISTING PAVEMENT

LONGITUDINAL TRENCHES WITH WIDTHS GREATER THAN 6' [1829mm].

BITUMINOUS SURFACE TREATMENT (CHIPSEAL) REQUIRED ONLY FOR

PAVEMENT PATCH NOTES" FOR ADDITIONAL INFORMATION.

REFER TO VA STANDARD DETAIL 32 12 16-04 "UTILITY TRENCH

TYPE 2 UTILITY TRENCH PATCH#

NTS

TRENCH WIDTHS

4'-0" [1219mm]

GREATER THAN

BACKFILL

TRENCH

DEPTH BOTH SIDES

ASPHALT FULL

SAW CUT EXISTING.

TACK COAT (TYP.)

CONCRETE PAVEMENT

EXISTING ASPHALT

PATCH WIDTH IN

REQUIREMENTS

AGENCY

ACCORDANCE WITH

OR PCC

GRANULAR MATERIAL

GENERAL NOTES

VA STANDARD DETAILS

B2 B4

D7

F7F2

F1

D2 D4

B7

D1

EXISTING CONCRETE TO THE JOINT.

LESS THAN 6 FEET [1829mm] AT ITS NARROWEST WIDTH, REMOVE AND REPLACE THE

IF THE CONCRETE SLAB REMAINING NEXT TO A LONGITUDINAL OR TRANSVERSE JOINT IS 13.

ANCHORED WITH AN APPROVED HIGH VISCOSITY EPOXY.

TO ACCOMMODATE THE TIE BAR ANCHORAGE OR DOWEL CAP. TIE BARS SHALL BE

AND 7 INCHES [180mm] FOR DOWELS. HOLES SHALL BE OF A DIAMETER SUFFICIENT

HOLES SHALL BE DRILLED 1 FOOT [305mm] INTO THE EXISTING SLAB FOR TIE BARS 12.

CENTER-TO-CENTER.

INCHES [205mm] THICK OR MORE. TIE BARS SHALL BE PLACED 30 INCHES [760mm]

BARS FOR PCCP LESS THAN 8 INCHES [205mm] THICK AND #5 [No. 16] BARS IF 8

[15240mm]. TIE BARS SHALL BE 24 INCHES [610mm] LONG. DEFORMED #4 [No. 13]

ROADWAY CENTERLINE WHEN THE TRENCH LENGTH IS GREATER THAN 50 FEET

DEFORMED TIE BARS SHALL BE USED IN TRENCH PATCHES LONGITUDINAL TO THE 11.

12" [305mm]15" [380mm] #10 [No. 19] 10" [180mm]

12" [305mm]15" [380mm]#8 [No. 19] 8" [180mm]

15" [380mm]15" [380mm]#6 [No. 19] 7" [180mm]

18" [455mm]12" [305mm]#5 [No. 16] 6" [150mm]

DOWEL SPACINGDOWEL LENGTHDOWEL SIZE THICKNESSPCCP

SECTION 320523. DOWELS SHALL BE SIZED AND SPACED AS FOLLOWS:

SHALL BE SMOOTH STEEL DOWELS IN ACCORDANCE WITH THE REQUIREMENTS OF

LOAD TRANSFER DOWELS FOR JOINTS TRANSVERSE TO THE ROADWAY CENTERLINE 10.

REQUIREMENTS OF SECTION 321216 FOR THE TYPE SPECIFIED.

BITUMINOUS SURFACE TREATMENT (CHIP SEAL) SHALL BE IN ACCORDANCE WITH THE 9.

321216 FOR THE TYPE SPECIFIED.

ASPHALTIC CONCRETE SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 8.

SECTION 321216.

ASPHALTIC TACK MATERIAL SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF 7.

SECTION 320523.

PORTLAND CEMENT CONCRETE SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF 6.

ABC SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 312011.5.

TRENCHES.

THE 1 FOOT [305mm] TRENCH "SHOULDER" AREAS SHALL BE DELETED FOR TYPE 2 4.

BACKFILL COMPACTION REQUIREMENTS SHALL BE PER SECTION 312011.3.

SHALL BE PER SECTION 312011.

TRENCH BACKFILL SHALL COMMENCE 1 FOOT [305mm] ABOVE THE TOP OF PIPE AND 2.

IN ACCORDANCE WITH THE SPECIFICATIONS FOR THE APPLICABLE UTILITY PIPE.

MATERIAL AND COMPACTION REQUIREMENTS FOR PIPE BEDDING/SHADING SHALL BE 1.

GS5.2

Temple, TX 76504


03/13/2015

674-279

205



210.530.0755


W E S T E A S T

Drawing Number

© T

hese d

ocu

ments can n

ot be c

opie

d or re

pro

duced without

written c

onsent fro

m W

estE

ast

Desig

n Gro

up,

1

Date

Project Number

one eigth inch = o

ne foot

DRAWNChecked

Building Number



Location

Project Title

Management

and Facilities

Construction




1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

one q

uarter inch = o

ne foot

thre

e eigths inch = o

ne foot

one h

alf inch = o

ne foot

thre

e q

uarter s inch = o

ne foot

one inch = o

ne foot

one a

nd o

ne h

alf inch = o

ne foot

thre

e inches = o

ne foot

Dwg. of

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Veterans Affairs

Department of

RSBMWM

TO BUILDING 205

RESEARCH ADDITION

FAX (512) 252-8141

TEL (512) 777-4600



03-13-2015

ST

ATE OF TEXA

S

MARK W. McGRAW

83967

PR

OFESSIONAL E

NGINE

ER

LICENSED

STANDARD DETAILS

GS5.3

B1 NTS NTSB2B1 NTS NTSB2

GRADE CONTROL

GRADE CONTROL

GRADE CONTROL

430S-1

STANDARD NO.

SPILL

CATCH

LAYDOWN CURB

R1

R1(6'')

150 mm

(1'-6'')

450 mm

R2

R3(6‚'')

160 mm

(6'')

150 mm

(6'')

150 mm

(1'-0'')

300 mm

(7'')

175 mm

(1'-5'')

425 mm

R3 = 90 mm (3•'')

R2 = 65 mm (2•'')

R1 = 6 mm (‚'')

R3 = 90 mm (3•'')

R2 = 65 mm (2•'')

R1 = 6 mm (‚'')(6'')

150 mm

(1'-6'')

450 mm

R2R3

(5'')

125 mm

(6'')

150 mm

(7'')

175 mm

(1'-5'')

425 mm

(1'-0'')

300 mm

(6'')

150 mm

(5'')

125 mm

(1'')

25 mm

(6'')

150 mm

(8'')

200 mm

(1'-4'')

400 mm

CURB AND GUTTER SECTION

(5'')

125 mm

(6'')

150 mm

R1

A

A

430S-3

STANDARD NO.

CURB EXPANSION JOINT DOWEL DETAIL

SECTION A-A

DOWELS

2''

CLOSED ENDGUTTER

TOP OF CURB

CURB EXPANSION JOINT DOWEL DETAIL

(#4 @ 24'') SMOOTH DOWEL

10M @ 600 mm

DOWEL COATING

400 mm (16'')

MIN.

50 mm (2'')

EXP. JOINT MTL.

PREMOLDED

12 mm (•'')

DOWEL & BE SECURED

DOWEL SLEEVE TO FIT

MIN. CLEARANCE

25 mm (1'')

MIN.

50 mm (2'')

SUPPORTS

DOWEL ROD

(3')

75 mm

(3')

75 mm

(3')

75 mm

(6'')

150 mm

SEE STANDARD 430S-1 FOR TYPICAL CURB AND GUTTER SECTIONS.

NTSF2WATER & WASTEWATER CROSSING DETAIL

Temple, TX 76504


03/13/2015

674-279

205



210.530.0755


W E S T E A S T

Drawing Number

© T

hese d

ocu

ments can n

ot be c

opie

d or re

pro

duced without

written c

onsent fro

m W

estE

ast

Desig

n Gro

up,

1

Date

Project Number

one eigth inch = o

ne foot

DRAWNChecked

Building Number



Location

Project Title

Management

and Facilities

Construction




1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

one q

uarter inch = o

ne foot

thre

e eigths inch = o

ne foot

one h

alf inch = o

ne foot

thre

e q

uarter s inch = o

ne foot

one inch = o

ne foot

one a

nd o

ne h

alf inch = o

ne foot

thre

e inches = o

ne foot

Dwg. of

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Veterans Affairs

Department of

RSBMWM

TO BUILDING 205

RESEARCH ADDITION

FAX (512) 252-8141

TEL (512) 777-4600



03-13-2015

ST

ATE OF TEXA

S

MARK W. McGRAW

83967

PR

OFESSIONAL E

NGINE

ER

LICENSED

STANDARD DETAILS

GS5.4

NTSF1WATER & WASTEWATER CROSSING DETAIL

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GS1 - FHC Contracting · · 2016-01-15in area. excercise extreme caution existing underground utilities!!! caution !!! elev=683.00 e=3231895.01 ... emh fh wv emh elec misc cabinet