LEGEND GENERAL NOTES TEXAS DEPARTMENT OF...
2
FM 1776 FM 1776 F M 1450 F M 1450 N 2% EXIST. R.O.W. LANE 12' EXIST. R.O.W. SHLDR 6' 2% LANE 12' SHLDR 6' GROUND EXISTING GROUND EXISTING 2% EXIST. R.O.W. LANE 12' EXIST. R.O.W. VARIES (100'-115') 2% LANE 12' GROUND EXISTING GROUND EXISTING NORTHWEST CORNER OF FM 1776 AND FM1450 INTERSECTION 2% EXIST. R.O.W. LANE 12' EXIST. R.O.W. VARIES (100'-115') 2% LANE 12' GROUND EXISTING GROUND EXISTING SHLDR 12' [ FM 1776 [ FM 1776 [ FM 1776 SHLDR 12' NORTH OF FM 1450 SOUTH OF FM 1450 VARIES (50'-57.5') Varies (100'-115') VARIES (50'-57.5') VARIES (50'-57.5') VARIES (50'-57.5') SHLDR 8' SHLDR 8' VARIES (50'-57.5') VARIES (50'-57.5') 915+00 920+00 PC 924+22.87 925+00 930 + 00 PT 934+15.22 9 35 + 0 0 POT 937+17.05 POT 917+91.56 920+00 925+00 930+00 935+00 940+00 945+00 950+00 955+00 960+00 965+00 970+00 975+00 980+00 985+00 990+00 995+00 1000+00 1005+00 1010+00 1015+00 1020+00 1025+00 P OT 1026 + 3 5 . 2 0 2% EXIST. R.O.W. LANE 12' EXIST. R.O.W. VARIES (100'-115') 2% LANE 12' [ FM 1776 SHLDR 8' SHLDR 8' 2% LANE 12' VARIES (100'-530') 2% LANE 12' [ FM 1776 SHLDR 8' SHLDR 8' VARIES (50'-57.5') VARIES (50'-57.5') TURN LEFT 12' TURN LEFT 12' FM1450 @ FM1776 FM 1776 PROP. R.O.W. PROP. R.O.W. VARIES (50'-265') VARIES (50'-265') k k k k 9 0 R 40 R 40 R 90 R 40 R 90 R 9 0 R 40 R 70 R 55 R P I S T A T I ON = 998 + 91 . 49 D ELT A T ANG E N T = 4 , 384 . 67 LE NG T H = 8 , 371 . 66 R AD I U S = 11 , 400 . 00 P C S T A T I ON = 955 + 06 . 82 P T S T A T I ON = 1038 + 78 . 48 P O T 917+ 91.56 920+00 925+00 930+00 935+00 940+00 945+00 950+00 955+00 PC 955+06.82 960 + 00 965 + 00 9 70 + 00 975 + 00 980 + 00 985 + 00 9 9 0 + 00 995 + 00 1000 + 00 1005 + 00 1010 + 00 1 015 + 0 0 10 20 + 0 0 1025 + 00 1030 + 00 103 5 + 00 PT 1038+78.48 1 0 40 +00 1045 +00 105 0 +00 1776 1450 1776 GAMBOA MALLORY BATTLE BETTI E PUTNAM C OY A NO S A 1776 1450 1776 GAMBOA MALLORY BATTLE BET T I E PUTNAM C OYANO S A jcruz 10:47:27 AM 12/13/2016 LEGEND R Te x a s D e p a r t m e n t o fTr a n s po r t a ti on GENERAL NOTES DE C E M B E R 2016 TBPE REGISTRATION NO. F-006981 CIVIL ASSOCIATES, INC. PREPARED BY: LICENSE NO. 83200 NASER ABUSAAD, P.E., AICP DECEMBER 13, 2016 P:\2606.04_TxDOT_FM 1776\CADD\DGN\SCHEM\FM1776_SCHM01.dgn $PLOTDRV$ jcruz 10:47:27 AM 12/13/2016 R Te x a s D e p a r t m e n t o fTr a n s po r t a ti on R O LL 1 O F 2 P:\2606.04_TxDOT_FM 1776\CADD\DGN\SCHEM\FM1776_SCHM01.dgn $PLOTDRV$ TBPE REGISTRATION NO. F-006981 CIVIL ASSOCIATES, INC. PREPARED BY: LICENSE NO. 83200 NASER ABUSAAD, P.E., AICP DECEMBER 13, 2016 DE C E M B E R 2016 LEGEND Da ll a s , T e x a s75243 9330L B J F r w y , S t e . 1150 T BP E F i r m Re g i s t r a ti on N o . 6981 Da ll a s , T e x a s75243 9330L B J F r w y , S t e . 1150 T BP E F i r m Re g i s t r a ti on N o . 6981 BIDDING OR PERMIT PURPOSES. IT IS NOT INTENDED FOR CONSTRUCTION, PRELIMINARY REVIEW SUBMITTAL. THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF c ALL RIGHTS RESERVED 2016 BY TEXAS DEPARTMENT OF TRANSPORTATION R c ALL RIGHTS RESERVED 2016 BY TEXAS DEPARTMENT OF TRANSPORTATION R BIDDING OR PERMIT PURPOSES. IT IS NOT INTENDED FOR CONSTRUCTION, PRELIMINARY REVIEW SUBMITTAL. THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF CONCEPTUAL REVIEW DA TE : C O UN T Y : P E C O S DA TE : C O UN T Y : P E C O S CONCEPTUAL REVIEW FARM 1776 ROAD FARM 1450 ROAD FARM 1776 ROAD FARM 1776 ROAD FARM 1450 ROAD FARM 1776 ROAD 0 1 2 3 4 MILES 5 ODESSA DISTRICT PECOS COUNTY PROJECT LOCATION 0 1 2 3 4 MILES 5 ODESSA DISTRICT PECOS COUNTY PROJECT LOCATION LICENSE NO. 92574 K. DAVID GAN, P.E. LICENSE NO. 95274 K. DAVID GAN, P.E. https://tnris.org 1. AERIAL IMAGES SHOWN WERE OBTAINED FROM: PROPOSED BRIDGE PROPOSED LANE k CONSTRAINT C ON C E P T UA L S C HE M A T I C F O R F M 1776 C ON C E P T UA L S C HE M A T I C F O R F M 1776 PROPOSED R.O.W. EXISTING R.O.W. EXISTING PIPE LINES PARCEL BOUNDARY EXISTING SURFACE WELL EXISITNG BOTTOM WELL EXISTING WELL LINE STA 937+17.05 END CSJ: 2262-02-013 STA 1026+35.2 BEGIN CSJ: 2262-03-014 STA 937+17.05 END CSJ: 2262-02-013 STA 1026+35.2 BEGIN CSJ: 2262-03-014 CSJ: 2262-02-013 STA 817+28.26 BEGIN PROJECT CSJ: 2262-03-014 STA 917+91.56 END PROJECT CSJ: 2262-02-013 STA 817+28.26 BEGIN PROJECT CSJ: 2262-03-014 STA 917+91.56 END PROJECT TRAFFIC DATA PERCENT TRUCKS OF DHV K FACTOR XX-XX X X DIRECTIONAL DISTRIBUTION (%) AVERAGE DAILY TRAFFIC - 20XX(20XX) XX,000(XX,X00) DATED _________ APPROVED BY TxDOT TP&P DIVISION YEAR 20XX PROJECTIONS TRAFFIC VOLUMES BASED ON ODESSA DISTRICT TEXAS DEPARTMENT OF TRANSPORTATION CSJ: 2262-02-013 FUNCTIONAL CLASSIFICATION: PECOS COUNTY FM 1776 TO: FM 1450 FROM: 2 MILES NORTH OF FM 1450 RAMPS DESIGN SPEED = 50 MPH DESIGN SPEED = 70 MPH DESIGN SCHEMATIC DISTRICT ENGINEER JOHN SPEED, P.E. CSJ: 2262-03-014 TO: 2 MILES SOUTH OF FM 1450 FROM: FM 1450 NET LENGTH OF PROJECT: 4.32 MILES MAJOR COLLECTOR TO End of Project FROM FM 1450 FM 1776 TO FM 1450 FROM Beginning of Project FM 1776 XX-XX X X XX,X00(XX,X00) TRAFFIC DATA PERCENT TRUCKS OF DHV K FACTOR XX-XX X X DIRECTIONAL DISTRIBUTION (%) AVERAGE DAILY TRAFFIC - 20XX(20XX) XX,000(XX,X00) DATED _________ APPROVED BY TxDOT TP&P DIVISION YEAR 20XX PROJECTIONS TRAFFIC VOLUMES BASED ON ODESSA DISTRICT TEXAS DEPARTMENT OF TRANSPORTATION CSJ: 2262-02-013 FUNCTIONAL CLASSIFICATION: PECOS COUNTY FM 1776 TO: FM 1450 FROM: 2 MILES NORTH OF FM 1450 RAMPS DESIGN SPEED = 50 MPH DESIGN SPEED = 70 MPH DESIGN SCHEMATIC DISTRICT ENGINEER JOHN SPEED, P.E. CSJ: 2262-03-014 TO: 2 MILES SOUTH OF FM 1450 FROM: FM 1450 NET LENGTH OF PROJECT: 4.32 MILES MAJOR COLLECTOR TO End of Project FROM FM 1450 FM 1776 TO FM 1450 FROM Beginning of Project FM 1776 XX-XX X X XX,X00(XX,X00) LENGTH : 2.27 MILES LENGTH : 2.05 MILES LENGTH : 2.27 MILES LENGTH : 2.05 MILES CONTROL OF ACCESS k EXISTING STRUCTURES EXISTING AGRICULTURE SCALE IN FEET 0 200 400 100 FARM 1776 ROAD F A R M 1450 R OAD F A R M 1450 R OAD F A RM 1 776 ROAD TYPICAL SECTION EXISTING TYPICAL SECTION PROPOSED R O LL 1 O F 2 GROUND EXISTING GROUND EXISTING GROUND EXISTING GROUND EXISTING El P a s o R d. W a t e r m e l on R ow N DRAFT CO-OP ATMOS SITE MARKET FARMER'S ALTERNATIVE B SITE FUEL FLEET
Transcript of LEGEND GENERAL NOTES TEXAS DEPARTMENT OF...
FM 1776
FM 1776
FM 1450FM 1450
N
2%
EXI
ST.
R.
O.
W.
LANE
12'
EXI
ST.
R.
O.
W.
SHLDR
6'
2%
LANE
12'
SHLDR
6'
GROUND
EXISTINGGROUND
EXISTING
2%
EXI
ST.
R.
O.
W.
LANE
12'
EXI
ST.
R.
O.
W.
VARIES (100'-115')
2%
LANE
12'
GROUND
EXISTINGGROUND
EXISTING
NORTHWEST CORNER OF FM 1776 AND FM1450 INTERSECTION
2%
EXI
ST.
R.
O.
W.
LANE
12'
EXI
ST.
R.
O.
W.
VARIES (100'-115')
2%
LANE
12'
GROUND
EXISTINGGROUND
EXISTING
SHLDR
12'
[ FM 1776
[ FM 1776
[ FM 1776
SHLDR
12'
NORTH OF FM 1450
SOUTH OF FM 1450
VARIES (50'-57.5')
Varies (100'-115')
VARIES (50'-57.5')
VARIES (50'-57.5') VARIES (50'-57.5')
SHLDR
8'
SHLDR
8'
VARIES (50'-57.5')VARIES (50'-57.5')
915+00
920+00
PC 924+22.87
925+00
930+00
PT 934
+15.22
935+00
PO
T 937
+17.05
PO
T 917
+91.56
920+00 925+00 930+00 935+00 940+00 945+00 950+00 955+00 960+00 965+00 970+00 975+00 980+00 985+00 990+00 995+00 1000+00 1005+00 1010+00 1015+00 1020+00 1025+00
PO
T 1026
+35.20
2%
EXI
ST.
R.
O.
W.
LANE
12'
EXI
ST.
R.
O.
W.
VARIES (100'-115')
2%
LANE
12'
[ FM 1776
SHLDR
8'
SHLDR
8'
2%
LANE
12'
VARIES (100'-530')
2%
LANE
12'
[ FM 1776
SHLDR
8'
SHLDR
8'
VARIES (50'-57.5') VARIES (50'-57.5')
TURN
LEFT
12'
TURN
LEFT
12'
FM1450 @ FM1776
FM 1776
PR
OP.
R.
O.
W.
PR
OP.
R.
O.
W.
VARIES (50'-265') VARIES (50'-265')
k
kk
k
90R
40
R40R
90
R
40
R
90
R90R
40
R
70R
55
R
PI STATION = 998+91.49
DELTA
TANGENT = 4,384.67
LENGTH = 8,371.66
RADIUS = 11,400.00
PC STATION = 955+06.82
PT STATION = 1038+78.48
PO
T 917
+91.56
920+00 925+00 930+00 935+00 940+00 945+00 950+00 955+00
PC 955
+06.82
960+00965+00
970+00
975+00
980+00
985+00
990+00
995+00
1000+00
1005+00
1010+00
1015+00
1020+00
1025+00
1030+00
1035+00
PT 1038+78.48
1040+00
1045+00
1050+00
1776
1450
1776
GAMBOA
MALLORY
BA
TT
LE
BE
TTIE
PUTNAM
COYANOSA
1776
1450
1776
GAMBOA
MALLORY
BA
TT
LE
BE
TTIE
PUTNAM
COYANOSA
jcruz
10:47:27
AM
12/13/2016
LEGEND
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Texas D
epartm
ent of
Transportatio
n
GENERAL NOTES
DE
CE
MB
ER
20
16
TBPE REGISTRATION NO. F-006981
CIVIL ASSOCIATES, INC.
PREPARED BY:
LICENSE NO. 83200
NASER ABUSAAD, P.E., AICP
DECEMBER 13, 2016
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10:47:27
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12/13/2016
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TBPE REGISTRATION NO. F-006981
CIVIL ASSOCIATES, INC.
PREPARED BY:
LICENSE NO. 83200
NASER ABUSAAD, P.E., AICP
DECEMBER 13, 2016
DE
CE
MB
ER
20
16
LEGEND
Dallas, Texas 7
5243
9330 L
BJ Frw
y, Ste. 1150
TBP
E Fir
m R
egistration N
o. 6981
Dallas, Texas 7
5243
9330 L
BJ Frw
y, Ste. 1150
TBP
E Fir
m R
egistration N
o. 6981
BIDDING OR PERMIT PURPOSES.
IT IS NOT INTENDED FOR CONSTRUCTION,
PRELIMINARY REVIEW SUBMITTAL.
THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF
c
ALL RIGHTS RESERVED
2016 BY TEXAS DEPARTMENT OF TRANSPORTATION
R
c
ALL RIGHTS RESERVED
2016 BY TEXAS DEPARTMENT OF TRANSPORTATION
R
BIDDING OR PERMIT PURPOSES.
IT IS NOT INTENDED FOR CONSTRUCTION,
PRELIMINARY REVIEW SUBMITTAL.
THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF
CONCEPTUAL REVIEW
DA
TE:
CO
UN
TY:
PE
CO
S
DA
TE:
CO
UN
TY:
PE
CO
S
CONCEPTUAL REVIEW
FARM
1776
ROAD
FARM
1450
ROAD
FARM
1776
ROAD
FARM
1776
ROAD
FARM
1450
ROAD
FARM
1776
ROAD
0 1 2 3 4MILES
5
ODESSA DISTRICT
PECOS COUNTY
PROJECT LOCATION
0 1 2 3 4MILES
5
ODESSA DISTRICT
PECOS COUNTY
PROJECT LOCATION
LICENSE NO. 92574
K. DAVID GAN, P.E.
LICENSE NO. 95274
K. DAVID GAN, P.E.
https://tnris.org
1. AERIAL IMAGES SHOWN WERE OBTAINED FROM:
PROPOSED BRIDGE
PROPOSED LANE
k CONSTRAINT
CO
NC
EPT
UA
L
SC
HE
MA
TIC
FO
R
FM 1776
CO
NC
EPT
UA
L
SC
HE
MA
TIC
FO
R
FM 1776
PROPOSED R.O.W.
EXISTING R.O.W.
EXISTING PIPE LINES
PARCEL BOUNDARY
EXISTING SURFACE WELL
EXISITNG BOTTOM WELL
EXISTING WELL LINE
STA 937+17.05
END CSJ: 2262-02-013
STA 1026+35.2
BEGIN CSJ: 2262-03-014
STA 937+17.05
END CSJ: 2262-02-013
STA 1026+35.2
BEGIN CSJ: 2262-03-014
CSJ: 2262-02-013
STA 817+28.26
BEGIN PROJECT
CSJ: 2262-03-014
STA 917+91.56
END PROJECT
CSJ: 2262-02-013
STA 817+28.26
BEGIN PROJECT
CSJ: 2262-03-014
STA 917+91.56
END PROJECT
TRAFFIC DATA
PERCENT TRUCKS OF DHV
K FACTOR
XX-XX
X
X
DIRECTIONAL DISTRIBUTION (%)
AVERAGE DAILY TRAFFIC - 20XX(20XX) XX,000(XX,X00)
DATED _________
APPROVED BY TxDOT TP&P DIVISION
YEAR 20XX PROJECTIONS
TRAFFIC VOLUMES BASED ON
ODESSA DISTRICT
TEXAS DEPARTMENT OF TRANSPORTATION
CSJ: 2262-02-013
FUNCTIONAL CLASSIFICATION:
PECOS COUNTYFM 1776
TO: FM 1450
FROM: 2 MILES NORTH OF FM 1450
RAMPS DESIGN SPEED = 50 MPHDESIGN SPEED = 70 MPH
DESIGN SCHEMATIC
DISTRICT ENGINEER
JOHN SPEED, P.E.
CSJ: 2262-03-014
TO: 2 MILES SOUTH OF FM 1450
FROM: FM 1450
NET LENGTH OF PROJECT: 4.32 MILES
MAJOR COLLECTOR
TO End of Project
FROM FM 1450
FM 1776
TO FM 1450
FROM Beginning of Project
FM 1776
XX-XX
X
X
XX,X00(XX,X00)
TRAFFIC DATA
PERCENT TRUCKS OF DHV
K FACTOR
XX-XX
X
X
DIRECTIONAL DISTRIBUTION (%)
AVERAGE DAILY TRAFFIC - 20XX(20XX) XX,000(XX,X00)
DATED _________
APPROVED BY TxDOT TP&P DIVISION
YEAR 20XX PROJECTIONS
TRAFFIC VOLUMES BASED ON
ODESSA DISTRICT
TEXAS DEPARTMENT OF TRANSPORTATION
CSJ: 2262-02-013
FUNCTIONAL CLASSIFICATION:
PECOS COUNTYFM 1776
TO: FM 1450
FROM: 2 MILES NORTH OF FM 1450
RAMPS DESIGN SPEED = 50 MPHDESIGN SPEED = 70 MPH
DESIGN SCHEMATIC
DISTRICT ENGINEER
JOHN SPEED, P.E.
CSJ: 2262-03-014
TO: 2 MILES SOUTH OF FM 1450
FROM: FM 1450
NET LENGTH OF PROJECT: 4.32 MILES
MAJOR COLLECTOR
TO End of Project
FROM FM 1450
FM 1776
TO FM 1450
FROM Beginning of Project
FM 1776
XX-XX
X
X
XX,X00(XX,X00)
LENGTH : 2.27 MILES
LENGTH : 2.05 MILES
LENGTH : 2.27 MILES
LENGTH : 2.05 MILES
CONTROL OF ACCESS
k EXISTING STRUCTURES
EXISTING AGRICULTURE
SCALE IN FEET
0 200 400100
FARM
1776
ROAD
FARM
1450ROAD
FARM
1450ROAD
FAR
M1776R
OAD
TYPICAL SECTIONEXISTING
TYPICAL SECTIONPROPOSED
RO
LL
1
OF 2 GROUND
EXISTING
GROUND
EXISTING
GROUND
EXISTINGGROUND
EXISTING
El
Paso
Rd.
Water
melo
n
Ro
w
N
DRAFT
CO-OP
ATMOS SITE
MARKETFARMER'S
ALTERNATIVE B
SITEFUEL
FLEET
FM 1776
FM 1776
FM 1450FM 1450
N
2%
EXI
ST.
R.
O.
W.
LANE
12'
EXI
ST.
R.
O.
W.
SHLDR
6'
2%
LANE
12'
SHLDR
6'
GROUND
EXISTINGGROUND
EXISTING
2%
EXI
ST.
R.
O.
W.
LANE
12'
EXI
ST.
R.
O.
W.
VARIES (100'-115')
2%
LANE
12'
GROUND
EXISTINGGROUND
EXISTING
NORTHWEST CORNER OF FM 1776 AND FM1450 INTERSECTION
2%
EXI
ST.
R.
O.
W.
LANE
12'
EXI
ST.
R.
O.
W.
VARIES (100'-115')
2%
LANE
12'
GROUND
EXISTINGGROUND
EXISTING
SHLDR
12'
[ FM 1776
[ FM 1776
[ FM 1776
SHLDR
12'
NORTH OF FM 1450
SOUTH OF FM 1450
VARIES (50'-57.5')
Varies (100'-115')
VARIES (50'-57.5')
VARIES (50'-57.5') VARIES (50'-57.5')
SHLDR
8'
SHLDR
8'
VARIES (50'-57.5')VARIES (50'-57.5')
PI STATION = 1130+28.46
DELTA
TANGENT = 1,010.08
LENGTH = 1,974.95
RADIUS = 3,819.80
PC STATION = 1120+18.38
PT STATION = 1139+93.33
1020+001025+00 1030+00 1035+00
PT 1038
+78.48
1040+001045+00
1050+001055+00
1060+001065+00
1070+001075+00
1080+001085+00
1090+001095+00
1100+001105+00
1110+001115+00
1120+00
PC 1120
+18.38
1125+00
1130+00
1135
+00
PT 1139
+93.33
1140
+00
1145
+00
PO
T 1147
+09.69
PO
T 817
+28.26
820+0
0
PC 824
+44.61
825+0
0
830+0
0
835+00
840+00PT 844
+22.98
845+00
850+00
855+00
860+00
865+00
870+00
875+00
880+00
885+00
890+00
895+00
900+00
905+00
910+00
915+00
920+00
PC 924
+22.87
925+00
930+00
PT 934
+15.22
935+0
0
PO
T 937
+17.05
POT 1026+35.20
2%
EXI
ST.
R.
O.
W.
LANE
12'
EXI
ST.
R.
O.
W.
VARIES (100'-115')
2%
LANE
12'
[ FM 1776
SHLDR
8'
SHLDR
8'
2%
LANE
12'
VARIES (100'-530')
2%
LANE
12'
[ FM 1776
SHLDR
8'
SHLDR
8'
VARIES (50'-57.5') VARIES (50'-57.5')
TURN
LEFT
12'
TURN
LEFT
12'
FM1450 @ FM1776
FM 1776
PR
OP.
R.
O.
W.
PR
OP.
R.
O.
W.
VARIES (50'-265') VARIES (50'-265')
k
k90
R
40R
40
R
90R
40
R
90R
90
R
40R
SCALE IN FEET
0 200 400100
FARM
1776
ROAD
FA
RM
1450
RO
AD
FA
RM
1450
RO
AD
RO
LL
2
OF
2
RO
LL
2
OF
2
ALTERNATIVE A
GROUND
EXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND
EXISTING
CO-OP
WELL
OIL
ALTERNATIVE B
1776
1450
1776
GAMBOA
MALLORY
BA
TT
LE
BE
TTIE
PUTNAM
COYANOSA
1776
1450
1776
GAMBOA
MALLORY
BA
TT
LE
BE
TTIE
PUTNAM
COYANOSA
jcruz
10:43:44
AM
12/13/2016
LEGEND
R
Texas D
epartm
ent of
Transportatio
n
GENERAL NOTES
DE
CE
MB
ER
20
16
TBPE REGISTRATION NO. F-006981
CIVIL ASSOCIATES, INC.
PREPARED BY:
LICENSE NO. 83200
NASER ABUSAAD, P.E., AICP
DECEMBER 13, 2016
P:\2606.04_
Tx
DO
T_
FM 1776\
CA
DD\
DG
N\
SC
HE
M\
FM1776_
SC
HM02.dgn
$P
LO
TD
RV$
jcruz
10:43:44
AM
12/13/2016
R
Texas D
epartm
ent of
Transportatio
n
P:\2606.04_
Tx
DO
T_
FM 1776\
CA
DD\
DG
N\
SC
HE
M\
FM1776_
SC
HM02.dgn
$P
LO
TD
RV$
TBPE REGISTRATION NO. F-006981
CIVIL ASSOCIATES, INC.
PREPARED BY:
LICENSE NO. 83200
NASER ABUSAAD, P.E., AICP
DECEMBER 13, 2016
DRAFT
DE
CE
MB
ER
20
16
LEGEND
Dallas, Texas 7
5243
9330 L
BJ Frw
y, Ste. 1150
TBP
E Fir
m R
egistration N
o. 6981
Dallas, Texas 7
5243
9330 L
BJ Frw
y, Ste. 1150
TBP
E Fir
m R
egistration N
o. 6981
BIDDING OR PERMIT PURPOSES.
IT IS NOT INTENDED FOR CONSTRUCTION,
PRELIMINARY REVIEW SUBMITTAL.
THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF
c
ALL RIGHTS RESERVED
2016 BY TEXAS DEPARTMENT OF TRANSPORTATION
R
c
ALL RIGHTS RESERVED
2016 BY TEXAS DEPARTMENT OF TRANSPORTATION
R
BIDDING OR PERMIT PURPOSES.
IT IS NOT INTENDED FOR CONSTRUCTION,
PRELIMINARY REVIEW SUBMITTAL.
THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF
CONCEPTUAL REVIEW
DA
TE:
CO
UN
TY:
PE
CO
S
DA
TE:
CO
UN
TY:
PE
CO
S
CONCEPTUAL REVIEW
FARM
1776
ROAD
FARM
1450
ROAD
FARM
1776
ROAD
FARM
1776
ROAD
FARM
1450
ROAD
FARM
1776
ROAD
0 1 2 3 4MILES
5
ODESSA DISTRICT
PECOS COUNTY
PROJECT LOCATION
0 1 2 3 4MILES
5
ODESSA DISTRICT
PECOS COUNTY
PROJECT LOCATION
LICENSE NO. 92574
K. DAVID GAN, P.E.
LICENSE NO. 95274
K. DAVID GAN, P.E.
https://tnris.org
1. AERIAL IMAGES SHOWN WERE OBTAINED FROM:
PROPOSED BRIDGE
PROPOSED LANE
k CONSTRAINT
CO
NC
EPT
UA
L
SC
HE
MA
TIC
FO
R
FM 1776
CO
NC
EPT
UA
L
SC
HE
MA
TIC
FO
R
FM 1776
PROPOSED R.O.W.
EXISTING R.O.W.
EXISTING PIPE LINES
PARCEL BOUNDARY
EXISTING SURFACE WELL
EXISITNG BOTTOM WELL
EXISTING WELL LINE
STA 937+17.05
END CSJ: 2262-02-013
STA 1026+35.2
BEGIN CSJ: 2262-03-014
STA 937+17.05
END CSJ: 2262-02-013
STA 1026+35.2
BEGIN CSJ: 2262-03-014
CSJ: 2262-02-013
STA 817+28.26
BEGIN PROJECT
CSJ: 2262-03-014
STA 917+91.56
END PROJECT
CSJ: 2262-02-013
STA 817+28.26
BEGIN PROJECT
CSJ: 2262-03-014
STA 917+91.56
END PROJECT
TRAFFIC DATA
PERCENT TRUCKS OF DHV
K FACTOR
XX-XX
X
X
DIRECTIONAL DISTRIBUTION (%)
AVERAGE DAILY TRAFFIC - 20XX(20XX) XX,000(XX,X00)
DATED _________
APPROVED BY TxDOT TP&P DIVISION
YEAR 20XX PROJECTIONS
TRAFFIC VOLUMES BASED ON
ODESSA DISTRICT
TEXAS DEPARTMENT OF TRANSPORTATION
CSJ: 2262-02-013
FUNCTIONAL CLASSIFICATION:
PECOS COUNTYFM 1776
TO: FM 1450
FROM: 2 MILES NORTH OF FM 1450
RAMPS DESIGN SPEED = 50 MPHDESIGN SPEED = 70 MPH
DESIGN SCHEMATIC
DISTRICT ENGINEER
JOHN SPEED, P.E.
CSJ: 2262-03-014
TO: 2 MILES SOUTH OF FM 1450
FROM: FM 1450
NET LENGTH OF PROJECT: 4.32 MILES
MAJOR COLLECTOR
TO End of Project
FROM FM 1450
FM 1776
TO FM 1450
FROM Beginning of Project
FM 1776
XX-XX
X
X
XX,X00(XX,X00)
TRAFFIC DATA
PERCENT TRUCKS OF DHV
K FACTOR
XX-XX
X
X
DIRECTIONAL DISTRIBUTION (%)
AVERAGE DAILY TRAFFIC - 20XX(20XX) XX,000(XX,X00)
DATED _________
APPROVED BY TxDOT TP&P DIVISION
YEAR 20XX PROJECTIONS
TRAFFIC VOLUMES BASED ON
ODESSA DISTRICT
TEXAS DEPARTMENT OF TRANSPORTATION
CSJ: 2262-02-013
FUNCTIONAL CLASSIFICATION:
PECOS COUNTYFM 1776
TO: FM 1450
FROM: 2 MILES NORTH OF FM 1450
RAMPS DESIGN SPEED = 50 MPHDESIGN SPEED = 70 MPH
DESIGN SCHEMATIC
DISTRICT ENGINEER
JOHN SPEED, P.E.
CSJ: 2262-03-014
TO: 2 MILES SOUTH OF FM 1450
FROM: FM 1450
NET LENGTH OF PROJECT: 4.32 MILES
MAJOR COLLECTOR
TO End of Project
FROM FM 1450
FM 1776
TO FM 1450
FROM Beginning of Project
FM 1776
XX-XX
X
X
XX,X00(XX,X00)
LENGTH : 2.27 MILES
LENGTH : 2.05 MILES
LENGTH : 2.27 MILES
LENGTH : 2.05 MILES
CONTROL OF ACCESS
k EXISTING STRUCTURES
EXISTING AGRICULTURE
N
TYPICAL SECTIONS
EXISTING
TYPICAL SECTIONS
PROPOSED
