PROP FM 1560 STA 107+69.06 STA 95+42 · project layout s h 1 6 s h 1 6 r i g g s n r o a d f m 1 5...

PROJECT LAYOUT

SH 1

6

SH 16

RIG

GS R

OA

D

FM 1560 (EXIST)

HE

LO

TES C

RE

EK

CIR

CLE A T

RAIL

PROP FM 1

560

1"=200'

N

PC11+6

2.25

1 OF 1

STA 118+75.63

\ SH 16

BEGIN CONSTRUCTION

STA 141+48.87

\ SH 16

END CONSTRUCTION

IRO

N H

OR

SE

WA

Y

4

STA 107+69.06\ PROP FM 1560END PROJECT

STA 95+42.65\ PROP FM 1560BEGIN PROJECT

FED.RD.

DIV.NO.

STATE

CONT. SECT. JOB

SHEET

NO.

HIGHWAY NO.

COUNTYDIST.

6

TEXAS SAT

Texas Department of Transportationc

SHEET

FEDERAL AID PROJECT

SCALE:

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DO

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Design

Projects\223001.018\4 -

Design\

Plan

Set\1.

General\f

m1560

PRJ.dgn

1/13/2017

8:07:05

AM

2230 01 018 FM 1560

BEXAR

2016 TxDOT

FM 1560

S

TATE OF TEXA

S

PR

O

FESSIONAL ENGI

N

EER

107864

DATE

P.E.

DANIEL D. WORDEN

DANIEL D. WORDEN

NECL

S DEI

BO

RE #8

BO

RE #7

BO

RE #2

BO

RE #1

BO

RE #3

BO

RE #4

BORE #5

BORE #6

RI

GG

S

RD

FM 15

60

120

+00

125+00

130+00

135+00

140+00

PT140

+20.24

POT10+0

0.00

10

+00

PC11+6

2.25

PT14

+31.69

15+00

PO

T16

+01.36

PT099

+99.97

100+00

PC101

+66.82

PT104+47.38

105+0

0

PO

T107+69.06

PO

T0

+00.00

0+00

PO

T0

+15.94

PO

T0

+60.84

POT0+00.00

0+00

POT0+17.00

POT0+58.84

POT0+00.00

0+00

POT0+11.00

POT0+75.14

PO

T0+00.00

0+00

PO

T0+28.83

PO

T0+65.46

01/18/2017

LIV

EO

AK

23"

LIV

EO

AK

19"

LIV

EO

AK

20"

(BA

ND

ER

A HIG

HW

AY)

S.H. 1

6

T

W

W

T

WW

W

W

W

W

W

W

T

1

2

T

W

W

W

W

T

W

W E

T

T

T

W

T

P

RO

PO

PS

ED

E

XIS

TIN

G

SCALE

FED.RD.

DIV.NO.

STATE

CONT. SECT. JOB

SHEET

NO.

HIGHWAY NO.

COUNTYDIST.

6

TEXAS SAT


SHEET

FEDERAL AID PROJECT

pw:\\txdot.project

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FM1560pp_01.dgn

1/13/2017

9:50:03

AM

HORIZONTAL:

VERTICAL:

PROFILE

PLAN

2230 01 018 FM 1560

BEXAR

2016 TxDOT

FM 1560

997.04

VPI

ST

A. 102

+21.65

EL

EV

ATI

ON997.82

+0.35%

175.00' V.C.

K = 38

ex = 1.02'

+5.0

0%

+5.0

0%

VPI

ST

A. 106

+26.55

EL

EV

ATI

ON1,018.06

+5.0

0% -4.00%

170.00' V.C.

K = 19

ex = -1.91'

1,014.51

POT10+00

.0010

+00

PC11+62

.25

PT14+31.69

15+00

PO

T16+01.36

PO

T95

+42.65

PC95

+85.05

PT099

+99.97

100+00

PC101

+66.82

PT104

+47.38

105+0

0

PO

T107

+69.06

25

+00

30+00

DW16-3

R

2230-01-018 CSJ: SUMMARYQUANTITY

ITEM UNIT QUANTITY

ROWPREPARING STA 15.06

(MISC) CONCREMOVE SY 0

(0-4") PAV ASPH AND BASE STABREMOVING SY 0

ROAD ABONDONEDOBLITERATING SY 340

ROADWAYEXCAVATION CY 867

COMP)(TYB) (FINAL)(ORDEMBANKMENT CY 5,042

(4") TOPSOIL MANUFCOMPOST SY 2,840

C) (TY 1) (CL BLANKETS RETENTIONSOIL SY 2,840

(PERM)(URBAN)(CLAY) SEED MULCHSTRAW/HAY SY 3,179

COOL) OR (WARM (TEMP) SEEDDRILL SY 3,179

WATERINGVEGETATIVE MG 50

5)(6") OR 1-2 GR D (TY PLC) IN (CMP BSFL SY 8,267

(MC-30) COATPRIME GAL 1,654

GR-3) (TY-BAGGR CY 90

CRS2P) OR CHFRS2P (AC-15P,ASPH GAL 3,128

64-22 PG B TY (SQ) HMAD-GR TON 0

70-22 PG B SAC D TY (SQ) HMAD-GR TON 2,144

76-22 PG (ASPHALT)TOM TON 0

SAC-A AGGREGATETOM-C TON 0

3") TO (0" PAV CONC ASPHPLANE SY 362

B)(4") (CONC)(CLRIPRAP 0 54

IN) (4 MOWSTRIPRIPRAP CY 8

T221) (TYRAIL CY 457

C221) (TYRAIL LF 424

I) (TY CURBCONC LF 2,179

(MOUNTABLE) CURBCONC LF 0

(CONC)DRIVEWAYS SY 0

2) (ACP)(TYPEDRIVEWAYS SY 0

(5") SIDEWALKSCONC SY 441

2) (TY RAMPSCURB EA 2

POST) (TIM FEN GD W-BEAMMTL LF 63

(T101) TRANS FEN GD BEAMMTL EA 2

SECTION TERM ANCHORDOWNSTREAM EA 1

FENCE GUARD BEAM METALREMOVE LF 155

SECTION ANCHOR TERMINALREMOVE EA 2

(INSTALL) TREATMENT ENDGUARDRAIL EA 1

TY1 (TWG-POST) INSTALL-SMAILBOX EA 1

PROTECTION)(18") (STONERIPRAP CY 0

B) (TY HANDRAILRAIL LF 259


ITEM UNIT QUANTITY

3") TO (0" PAV CONC ASPHPLANE SY 1,008

(24") UNDERSEAL JTPAV LF 320

JOINTS EXISTCLEANING LF 400

JOINT EXPANSION TYPEHEADER CF 20

SEALANTJOINT LF 400

GR-3) (TY-BAGGR SY 7

105+00

997.39

998.32

1006.73

1011.73

1015.83

1015.09

101+00 102+00 103+00 104+00 106+00 107+00

1000

1010

10201001.74

1000

1010

1020

997.4

9

997.6

6

998.1

4

1000.7

8

1002.4

8

1009.6

4

1013.3

9

N

990990

100+00

997.0

4

P

RO

PO

PS

ED

E

XIS

TIN

G

1"=100'

1"=10'

1 OF 1

RIGGS RD

FM 1560

RIG

GS R

D

ALIGN "RIGGS"

EXISTING GROUND

PROPOSED GROUND

RIPRAP MOWSTRIP (4 IN) EST @ 8 CY

GUARDRAIL END TREATMENT (INSTALL) EST @ 1 EA

DOWNSTREAM ANCHOR TERM SECTION EST @ 1 EA

MTL BEAM GD FEN TRANS (T101) EST @ 2 EA

MTL W-BEAM GD FEN (TIM POST) EST @ 63 LF

REMOVE TERMINAL ANCHOR SECTION EST @ 2 EA

REMOVE METAL BEAM GUARD FENCE EST @ 155 LF

EST @ 297 SY

CONC SIDEWALKS (5")

SAWCUT

EXIST ROW

EXIST ROW

PROP ROW

PROP ROW

PROP ROW

SH 16 N

OR

TH

BO

UN

D

SH 16 S

OU

TH

BO

UN

D

ALIGN "FM 1560"

NOTES:

3. SEE SH 16 PLAN LAYOUTS FOR SH 16 QUANTITIESLEGEND

AND/OR TOPSOIL

VEGETATION ESTABLISHMENT

OVERLAY LIMITS

TRAFFIC DIRECTION

EST @ 5 CY

W/ RIPRAP (CONC) (CL B) (4")

EST @ 86 LF*

CONC CURB (TY I)

EST @ 438 LF

CONC CURB (TY I)

EST @ 457 LF

RAIL (TY T221)

72

FOR TY 1 CURB DETAILS

*1. REFER TO SAN ANTONIO DISTRICT STANDARD

ARE SUBSIDIARY TO PREP ROW

REMOVED IN BETWEEN RET WALLS

2. ALL SIZE TREES (4" - 24" DIA.) TO BE

EST @ 7 CY

W/ RIPRAP (CONC) (CL B) (4 IN)

EST @ 314 LF*

CONC CURB (TY I)

EST @ 42 CY


EST @ 774 LF*

CONC CURB (TY I)

EST @ 567 LF*

CONC CURB (TY I)

DRIVEWAY # 2

HELOTES CREEK BRIDGE QUANTITIES

EST @ 2 EA

CURB RAMPS (TY 2)

EST @ 144 SY

CONC SIDEWALKS (5")

DETAIL SHEET FOR MORE INFORMATION.

100, PREPARING ROW. SEE TREE PROTECTION

PROTECTION IS CONSIDERED SUBSIDIARY TO ITEM

IN FM1560 NEW LOCATION CONSTRUCTION. TREE

IN IMMEDIATE VICINITY OF CONSTRUCTION ZONE

4. TREE PROTECTION AREAS CONSIST OF TREES NOT

D-GR HMA (SQ) TY D SAC B PG 70-22

PLANE 1.5" OFF OF BRIDGE AND REPLACE WITH 1.5" OF

IN PLAN LAYOUT QUANTITY

HOTMIX QUANTITY FOR BRIDGE OVERLAY IS INCLUDED

EST @ 259 LF

W/HANDRAIL (TY B)

EST @ 424 LF

RAIL (TY C221)

S

TATE OF TEXA

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PR

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FESSIONAL ENGI

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EER

107864

DATE

P.E.

DANIEL D. WORDEN

DANIEL D. WORDEN

NECL

S DEI

EST @ 1 EA

(TWG-POST) TY1

MAILBOX INSTALL-S

01/18/2017

RIGGS RD

105

+00

10+00 11+00 12+00 13+00 14+00 15+00 16+00

RIGGS R

D

FM 1

560

N

1,0

01.8

4

1,0

01.0

9

1,0

00.3

5

999.9

0

999.3

3

998.0

8

998.6

3

999.9

5

1,0

01.1

4

1,0

02.3

4

1,0

04.0

7

1,0

05.8

8

1,0

07.3

8

1,0

01.8

4

1,0

01.0

9

1,0

00.3

5

999.8

5

1,0

00.0

2

1,0

01.6

7

1,0

01.5

7

1,0

01.0

8

1,0

01.2

6

1,0

02.3

3

1010

1000

990

980980

990

1000

1010

1"=10'

1"=100'

1 OF 1

EXISTING GROUND

PROPOSED GROUND

PROP ROW

PR

OP R

OW

PR

OP R

OW

EXIST

ROW

NOTES:

PURPOSES ONLY.

RIGGS ROAD QUANTITIES. THIS SHEET IS FOR GEOMETRIC

1. SEE FM 1560 PLAN AND PROFILE SHEETS FOR

PROFILE

PLAN

RIGGS ROAD

73

S

TATE OF TEXA

S

PR

O

FESSIONAL ENGI

N

EER

107864

DATE

P.E.

DANIEL D. WORDEN

DANIEL D. WORDEN

NECL

S DEI

PO

T10

+00.00

10+00

PC11

+62.25

PT14

+31.69

15+0

0

PO

T16

+01.36

PT099+99.97

100+0

0

PC101+66.82

PT104+47

.38

105

+00

W

W

T

W

W

W

W

W

T

W

W

T

W

W

T

W

W

E

T

T

T

W

T

P

RO

PO

PS

ED

E

XIS

TIN

G

SCALE

FED.RD.

DIV.NO.

STATE

CONT. SECT. JOB

SHEET

NO.

HIGHWAY NO.

COUNTYDIST.

6

TEXAS SAT


SHEET

FEDERAL AID PROJECT

pw:\\txdot.project

wiseonline.co

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Tx

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FM1560pp_02.dgn

1/13/2017

9:51:00

AM

HORIZONTAL:

VERTICAL:

2230 01 018 FM 1560

BEXAR

2016 TxDOT

1,0

01.8

4

VPI

ST

A. 11

+48.6

5

EL

EV

ATIO

N999.6

2

-1.49%

+0.77%

VPI

ST

A. 12

+07.9

0

EL

EV

ATIO

N1,0

00.0

8

VPI

ST

A. 12

+48.1

3

EL

EV

ATIO

N1,0

01.6

7

+3.95

%

VPI

ST

A. 12

+89.8

0

EL

EV

ATIO

N1,0

01.6

7

-1.00%

VPI

ST

A. 13

+82.7

9

EL

EV

ATIO

N1,0

00.7

4

+2.37%

80.00' V.C.

1,0

02.4

2

+0.00%

V.C.

80.00'

01/18/2017

US

SU

RV

EY

FE

ET

UNIT

S

OF

ME

AS

UR

E:

GE

OID

03

GE

OID

MO

DE

L

US

ED:

NA

VD88

VE

RTIC

AL

DA

TU

M:

SO

UT

H

CE

NTR

AL

ZO

NE

TE

XAS

PR

OJE

CT

ZO

NE:

CS

F:1.0

0017

HO

RIZ

ON

TA

L

ADJ

US

TM

EN

TS:

NA

D83

HO

RIZ

ON

TA

L

DA

TU

M:

CO

OR

DIN

ATES

AR

E

SU

RF

AC

E

CO

OR

DIN

ATES

SSI

EE

GT

S


ITEM UNIT QUANTITY






COMP)(TYB) (FINAL)(ORDEMBANKMENT CY 646







(MC-30) COATPRIME GAL 393



64-22 PG B TY (SQ) HMAD-GR TON 835

70-22 PG B SAC D TY (SQ) HMAD-GR TON 246




B)(4") (CONC)(CLRIPRAP 24


T221) (TYRAIL CY 0

C221) (TYRAIL LF 0















FED.RD.

DIV.NO.

STATE

CONT. SECT. JOB

SHEET

NO.

HIGHWAY NO.

COUNTYDIST.

6

TEXAS SAT


SHEET

FEDERAL AID PROJECT

SCALE:

pw:\\txdot.project

wiseonline.co

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Tx

DO

T4\

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Design

Projects\223001.018\4 -

Design\

Plan

Set\3.

Road

way\

SH16

PL

N_01.dgn

1/13/2017

9:52:12

AM

2230 01 018 FM 1560

BEXAR

2016 TxDOT

LEGEND

TRAFFIC DIRECTION

OVERLAY LIMITS

AND/OR TOPSOIL


MOWSTRIP OR DRIVEWAY

CONCRETE: RIPRAP OR

S

TATE OF TEXA

S

PR

O

FESSIONAL ENGI

N

EER

107864

DATE

P.E.

DANIEL D. WORDEN

DANIEL D. WORDEN

NECL

S DEI

115+00

120+00

PO

T10

+00.00

SH 16

MA

TC

H

LI

NE

ST

A 124

+00.00

SH 16

PLAN LAYOUT

N

1"=100'

1 OF 3

74

EXIST ROW

EXIST ROW

SH 16 NORTHBOUND

SH 16 SOUTHBOUND

100'

100'

STA 116+81

BEGIN OVERLAY

STA 116+81

BEGIN OVERLAY

FOR RIPRAP QTY)

(SEE DRAINAGE SHEETS

EST @ 12 SY

REMOVE CONC (MISC)

EST @ 317 SY

AND ASPH (0-4")

REMOVING STAB BASE

EST @ 1 EA

MAILBOX INSTALL S (TWG-POST) TY I

ALIGN "SH 16"

SAWCUT LINE

SAWCUT LINE

EST @ 10 CY


EST @ 117 LF

CONC CURB (TY 1)

MEDIAN 1:

EST @ 870 LF

CONC CURB (TY I)

EST W/ TOE DITCH @ 7 CY


EST @ 50 LF

CONC CURB (TY I)

MEDIAN 1:

EST @ 919 SY

(0" TO 3")

PLANE ASPH CONC PAV

RIPRAP CONC (MOWSTRIP) (4 IN) EST @ 10 CY









RIPRAP (CONC) (CL B) (4")

DRIVEWAY # 1

EST @ 224 SY

DRIVEWAYS (CONC)

LEVEL UP DETAIL AND LOCATIONS.

4. SEE MISCELLANEOUS ROADWAY DETAILS FOR SH 16

3. SEE DRIVEWAY LAYOUTS FOR DRIVEWAY DETAILS.

LOCATIONS IN THE FEILD.

2. CONTRACTOR IS RESPONSIBLE FOR VERIFYING UTILITY

LINE AND MAINTAIN EXISTING CROSS SLOPE.

1. FOR SH 16 WIDENING, BEGIN WIDENING AT SAWCUT

NOTES:

01/18/2017

FED.RD.

DIV.NO.

STATE

CONT. SECT. JOB

SHEET

NO.

HIGHWAY NO.

COUNTYDIST.

6

TEXAS SAT


SHEET

FEDERAL AID PROJECT

SCALE:

pw:\\txdot.project

wiseonline.co

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Tx

DO

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SH16

PL

N_02.dgn

1/13/2017

9:53:19

AM

2230 01 018 FM 1560

BEXAR

2016 TxDOT

LEGEND

TRAFFIC DIRECTION

OVERLAY LIMITS

AND/OR TOPSOIL



CONCRETE: RIPRAP OR

S

TATE OF TEXA

S

PR

O

FESSIONAL ENGI

N

EER

107864

DATE

P.E.

DANIEL D. WORDEN

DANIEL D. WORDEN

NECL

S DEI


ITEM UNIT QUANTITY


(MISC) CONCREMOVE SY 1,009



ROADWAYEXCAVATION CY 1,414

COMP)(TYB) (FINAL)(ORDEMBANKMENT CY 1,408







(MC-30) COATPRIME GAL 1,014



64-22 PG B TY (SQ) HMAD-GR TON 2,932



SAC-A AGGREGATETOM-C TON 1,138




T221) (TYRAIL CY 0

C221) (TYRAIL LF 0



(CONC)DRIVEWAYS SY 1,034












PB

X

WW W

W

T

W

PB

X

T

PB

X

W

T

PB

X

W

T

PB

X

W

W

W

W

W

PB

X

A-2

A2-A1

C-8

C8-C8A

A-6

A-6

A-5

A-1

A-2

TH-13B

TH-13TH-13C

TH-13A

TH-6

TH-8

TH-7 T

H-9

T

W

W

T

5

6

W

WW

WW

1

23

4

PT14

+31.69

15+0

0

PO

T16

+01.36

PT104+47.

38

105

+00

POT0+58.84

POT0+65.46

125+00

130+00

135+00

POT107+69.

06POT0+00.00

0+00

POT0+11.00

POT0+75.14

W

SH 16

MA

TC

H

LI

NE

ST

A 124

+00.00

SH 16

MA

TC

H

LI

NE

ST

A 136

+00.00

POT107+69.06

N57°46'09.98"

E

CIR

CL

E A T

RAIL

SH 16

PLAN LAYOUT

F

M 1560

N

1"=100'

2 OF 3

(EXIST

FM 15

60)

RIGGS R

D.

LINE

SAWCUT

EOP

SHT FOR QTY

SEE PREVIOUS

ALIGN "FM1560"

EST @ 1 EA

(TWG-POST) TY 1

MAILBOX INSTALL-S

EST @ 140 SY

REMOV CONC (MISC)

ALIGN "SH16"

(18 IN) EST @ 447 CY

(STONE PROTECTION)

RIPRAP

SH 16 NORTHBOUND

SH 16 SOUTHBOUND




REMOVE CONC (MISC) EST @ 62 SY

PR

OP R

OW

PR

OP R

OW

EXIST ROW

EXIST

ROW

EXIST

ROW

EST @ 241 LF

EST @ 249 LF

CONC CURB (TY I)



CONC CURB (TY I) EST @ 112 LF

MEDIAN 3:




MEDIAN 4:

EST @ 428 LF

EST @ 422 LF

CONC CURB (TY I)

EST @ 65 LF

CONC CURB (TY I)

EST @ 348 SY

DRIVEWAYS (CONC)

EST @ 150 SY

REMOVE CONC (MISC)

(0" TO 3") EST @ 187 SY

PLANE ASPH CONC PAV

60'

75

EST @ 1 EA

(TWG-POST) TY 1

MAILBOX INSTALL-S



MEDIAN 6:



MEDIAN 7:

EST @ 363 LF

EST @ 360 LF

CONC CURB (TY I)

EST @ 187 SY

AND ASPH PAV (0-4")

REMOVING STAB BASE

EST @ 5 CY



MEDIAN 5:

LINE

SAWCUT

DRIVEWAY # 4

DRIVEWAY # 2

DRIVEWAY # 3

SAWCUT LINE

EST @ 186 SY

DRIVEWAYS (CONC)

EST @ 500 SY

DRIVEWAYS (CONC)

EST @ 657 SY

REMOVE CONC (MISC)

*DRIVEWAY 05

INFORMATION.

* SEE MISCELLANEOUS ROADWAY DETAIL SHEETS FOR DRIVEWAY O5

AND LOCATIONS.

6. SEE MISCELLANEOUS ROADWAY DETAILS FOR SH 16 LEVEL UP DETAIL

IN FM 1560 PLAN AND PROFILE SHEET.

5. FOR OVERLAY OF OLD FM 1560, HOTMIX QUANTITY IS INCLUDED

4. SEE FM 1560 PLAN AND PROFILE SHEET FOR FM 1560 QUANTITIES.


LOCATIONS IN THE FIELD.




NOTES:

EST @ 119 LF

(MOUNTABLE)

CONC CURB

01/18/2017

WWW

W

W

G

T

T

PBX

T

T TT T T

W

WW

W

WVB

W


ITEM UNIT QUANTITY






COMP)(TYB) (FINAL)(ORDEMBANKMENT CY 386







(MC-30) COATPRIME GAL 497



64-22 PG B TY (SQ) HMAD-GR TON 1,151







T221) (TYRAIL CY 0

C221) (TYRAIL LF 0

I) (TY CURBCONC LF 930














FED.RD.

DIV.NO.

STATE

CONT. SECT. JOB

SHEET

NO.

HIGHWAY NO.

COUNTYDIST.

6

TEXAS SAT


SHEET

FEDERAL AID PROJECT

SCALE:

pw:\\txdot.project

wiseonline.co

m:

Tx

DO

T4\

Docu

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Design

Projects\223001.018\4 -

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Plan

Set\3.

Road

way\

SH16

PL

N_03.dgn

1/13/2017

9:54:29

AM

2230 01 018 FM 1560

BEXAR

2016 TxDOT

LEGEND

TRAFFIC DIRECTION

OVERLAY LIMITS

AND/OR TOPSOIL



CONCRETE: RIPRAP OR

S

TATE OF TEXA

S

PR

O

FESSIONAL ENGI

N

EER

107864

DATE

P.E.

DANIEL D. WORDEN

DANIEL D. WORDEN

NECL

S DEI

140+00

PT140

+20.24

145+00

SH 16

MA

TC

H

LI

NE

ST

A 136

+00.00

N

SH 16

PLAN LAYOUT

71ftR

NOTE: COORDINATE DIMENSIONS WITH STRIPING CREW

1"=100'

3 OF 3

STA. 143+80.19

END OVERLAY

STA. 143+80.37

END OVERLAY

OVERLAY LIMIT

EXISTING PAVMENT AREA TO REMAIN

METAL W-BEAM GD FEN (TIM POST) EST @ 19 LF

PAV MRK

4" W(SLD)

71ft

R

4ft

5ft

7ft

8ft

76

SH 16 NORTHBOUND

SH 16 SOUTHBOUND

EXIST ROW

EXIST ROW

ALIGN "SH 16"SAWCUT

(+TOE DITCH) EST @ 7 CY

RIPRAP (CONC) (CL B) (4")

EST @ 96 SY

OBLITERATING ABANDONED ROAD


DOWNSTREAM ANCHOR TERM SECT EST @ 1 EA


EST ON PREVIOUS SHEET

SAWCUT

100'

(+TOE DITCH) EST @ 8 CY


EST @ 32 LF

CONC CURB (TY I)

MEDIAN 8:

EST @ 249 LF

EST @ 247 LF

CONC CURB (TY I)

EST @ 12 CY


EST @ 402 LF

CONC CURB (TY I)

MEDIAN 9"

100'

(0" TO 3" EST @ 995 SY

PLANE ASPH CONC PAV


LOCATIONS IN THE FIELD.




NOTES:

01/18/2017

PROP FM 1560 STA 107+69.06 STA 95+42 · project layout s h 1 6 s h 1 6 r i g g s n r o a d f m 1 5...

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Transcript of PROP FM 1560 STA 107+69.06 STA 95+42 · project layout s h 1 6 s h 1 6 r i g g s n r o a d f m 1 5...