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TRANSCRIPT
(XXXX)-2040 DHV
(6496)
4326
394
694
533
(591)
(974)
(800)
FM 1960 FM 1960
(649)
(974)
649
429
(XXXX)-2040 DHV
(6101)
4060
765
522
313
(1148)
(788)
(475)
FM 1960 FM 1960
(452)
(974)
649
KIN
GS
PK
WY
FOR FM 1960 & KINGS PKWY
DHV LINE DIAGRAM
301
FM 1960 & TIMBER FOREST DR.
DHV LINE DIAGRAM
TIM
BE
R
FO
RES
T
DR.
SU
BJE
CT T
O C
HA
NG
E
PR
ELIM
INA
RY
LIM
ITS T
O: S
AN J
ACIN
TO RIV
ER
LIM
ITS F
RO
M:
BF 1
960-A
CO
UN
TY: H
AR
RIS C
OU
NT
Y
RO
AD
WA
Y: F
M 1
960
SCHEMATIC LAYOUT
FM 1960
LIMITS TO: SAN JACINTO RIVER
LIMITS FROM: BF 1960-A
COUNTY: HARRIS COUNTY
,P.E.
TBPE NO.
NOT A BIDDING DOCUMENT
LEGEND
TRAFFIC COUNT YEAR ( ) DHV
EXISTING LANE INDICATOR
EXISTING ROADWAY TO BE REMOVED
EXISTING ROADWAY
EXISTING RIGHT-OF-WAY
PLANIMETRIC
CONTROL OF ACCESS
PROPOSED RIGHT-OF-WAY
PROPOSED LANE INDICATOR
PROPOSED STRIPING
PROPOSED SIDEWALKS
PROPOSED NOISE WALL
PROPOSED BRIDGE BENTS
PROPOSED RETAINING WALL
PROPOSED EMBANKMENT
PROPOSED DIRECT CONNECTOR
PROPOSED RAMPS
PROPOSED FRONTAGE ROADS
PROPOSED TOLL LANES
PROPOSED MAIN LANES
1
1
1
2
1
1
2
5
1
1
2
5
2
6
2
2
2
5
2
2
DESCRIPTION SYMBOLOGY WEIGHT COLOR CODE
000000
DESIGN CRITERIA
RAMP DESIGN SPEED: 35 MPH
FRONTAGE ROAD DESIGN SPEED: 35 MPH
MAIN LANE DESIGN SPEED: 45 MPH
FUNCTIONAL CLASSIFICATION: LOW SPEED URBAN PRINCIPAL ARTERIAL
4003002001000
SCALE
APPROVED: / /
DATE: 4/17/2015
CSJ: 1685-03-058
FM 1
960
2
3
PR
EP
AR
ED B
Y: {G
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AL
D F
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FIL
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OC
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N: {H:\P
ROJ
DE
V\1
68503058_F
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960_
HU
MB
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M1960\D
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LO
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PR
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EV
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TO
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FM 1
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PR
OJE
CT D
EV
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OP
ME
NT
HO
US
TO
N DIS
TRIC
T
PI STATION = 2714+51.83
DELTA
TANGENT = 305.77
LENGTH = 611.39
RADIUS = 11,459.00
PC STATION = 2711+46.06
PT STATION = 2717+57.45
PI STATION = 2726+61.27
DELTA
TANGENT = 458.94
LENGTH = 917.76
RADIUS = 22,918.00
PC STATION = 2722+02.33
PT STATION = 2731+20.09
PI STATION = 2739+10.07
DELTA
TANGENT = 458.94
LENGTH = 917.76
RADIUS = 22,918.00
PC STATION = 2734+51.12
PT STATION = 2743+68.89
PI STATION = 2747+56.79
DELTA
TANGENT = 81.61
LENGTH = 163.20
RADIUS = 5,737.58
PC STATION = 2746+75.18
PT STATION = 2748+38.38
PI STATION = 2756+50.54
DELTA
TANGENT = 34.70
LENGTH = 69.40
RADIUS = 6,710.00
PC STATION = 2756+15.83
PT STATION = 2756+85.24
PI STATION = 2764+71.68
DELTA
TANGENT = 62.18
LENGTH = 124.36
RADIUS = 6,710.00
PC STATION = 2764+09.50
PT STATION = 2765+33.86
PI STATION = 2777+75.55
DELTA
TANGENT = 39.51
LENGTH = 79.03
RADIUS = 6,710.00
PC STATION = 2777+36.03
PT STATION = 2778+15.06
PI STATION = 2788+00.03
DELTA
TANGENT = 15.77
LENGTH = 31.55
RADIUS = 6,710.00
PC STATION = 2787+84.25
PT STATION = 2788+15.80
CURVE DATA
PI STATION = 2739+10.07
DELTA
TANGENT = 458.94
LENGTH = 917.76
RADIUS = 22,918.00
PC STATION = 2734+51.12
PT STATION = 2743+68.89
1960F.M.
1960F.M.
COLORFILL LEGENDMAIN LANES
FRONTAGE ROAD/RAMPS
BRIDGE
BLACK -0
BLACK -0
BLACK -0
GREEN -2
BLACK -0
GREEN -2
RED -3
BLACK -0
BLACK -0
ORANGE -6
MAGENTA -200
CYAN -81
RED -3
RED -3
RED -3
ORANGE -6
BLUE -1
BLUE -1
PURPLE -60
BLACK -0
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HUNTERMOOR
ORCHARD
KNOLL FOREST
ARBORWALK
HICKORY BRANCH
PINEMILL
LIO
NS
GA
TE
STAGE WOOD
LEAF DALE
BURNTASH
TAWNYWOOD
VISTADALE
JASP
ER
WO
OD
BIS
HO
PS
PIN
EFIE
LD
LIO
NS
GA
TE
OA
KLIM
BGA
TE
FO
REST
POINT
KE
NS
WIC
K
KE
NS
WIC
K
BIS
HO
PS
GA
TE
BO
LT
ON
BRID
GE
AMBERWOOD
CREEK
OA
K
PIN
ES
B
RIA
R
WHIS
PE
RIN
G
LEE
FO
XH
AV
EN
HAMBLEN
BIRCHBARK
BUCKEYE GLEN
POPLAR RIDGE
BEIG
EW
OO
D
BEIG
EW
OO
D
VILLAGE
PHIL
LIP
EASTE
X
FR
EE
WA
Y
McLELLAN
HAMBLEN
CH
AR
LES
OLD
RIV
ER
RO
AD
Mc
KA
Y
DLA
ND
HIL
LS - F
AR
ME
R
CLAYTONCLAYTON
ISAACS
PINE LAKE
ELM LAKE
WIL
SO
N
OA
TES
WEST
LAKE
HOUSTONPARKWAY
WEST
LA
KE
HO
UST
ON
PK
WY
SIE
RR
A
MA
DR
E
INDIAN
DROX
Course
Golf Indian Shores
Tejas Golf Course
Koinm
Club
CountryAtascocita
Club
Country
Cove
Forest
ParkRiver Grove
Park
Ridge
Deer
Club
CountryKingwood
Club
CountryDeerwood
Park
County
Jones
H
Jesse
Park
Jacinto
San
Club
CountryDeerwood
Cem
Park
City
Golf Course
Mc
KA
Y
59
2100
59
184
2100
A
B1960
1960
494
184
0.3
0.8
CREEK
SPRING
CREEK
CemeteryPrater
SO
RTERS
A C DR
PLA
CE
CR
ESC
EN
TSP
RIN
GS
BENT-
FORT
FO
REST
MID
LOTHIA
N
FM 1960
TIM
BE
R
FO
RES
T
HOUSTON
LAKE
WEST FORKSAN JACINTO RIV
ER
ATASCOCITA
ROAD
FM 210
0
BEGIN PROJECT
END PROJECT
W.LA
KE
HO
US
TO
N
YWK
P
1960 19601960
1960
1960
VICINTY MAP
A
A
MA
TC
H LIN
E B
(aka F
AR
ME
R R
D.)
WO
OD
LA
ND HIL
LS
SIE
RR
A L
N.
CA
NY
ON L
N.
AR
TE
SIA
N W
AY
LA
KE
SHIR
E S
T.
BA
RE
NTIS
CO
NTIN
EN
TA
L P
KW
Y.
MO
ON T
RL.
EXISTING ROW
PROPOSED ROW
EXISTING ROW
TIM
BE
R F
OR
ES
T D
R.
PROPOSED ROW
OA
K TIM
BE
R D
R.
DR
OIT
WIC
H D
R.
EXISTING ROW PROPOSED NOISE WALL
PROPOSED NOISE WALL
TWIG
SW
OR
TH L
N. 1
30' H.C.F.C.D.
MA
TC
H LIN
E C
(aka A
TA
SC
OCIT
A O
AK
S B
LV
D.)
KIN
GS P
KW
Y.
2695+00 2700+00 2705+00 2710+00 2715+00 2720+00 2725+00 2730+00 2735+00 2740+00 2745+00 2750+00 2755+00 2760+00 2765+00 2770+00 2775+00 2780+00 2785+00 2790+00 2795+00 2800+00 2805+00 2810+00 2815+00
73.86
73.40
73.17
72.94
72.46
72.18
71.62
71.77
71.65
71.38
71.38
71.36
71.14
71.38
71.93
72.00
72.20
72.20
71.53
71.35
71.30
71.05
71.24
71.45
71.34
71.79
71.93
72.64
72.09
72.11
71.34
70.55
69.27
68.87
69.46
70.05
70.77
71.32
71.52
71.85
71.94
71.87
71.58
71.31
71.61
71.62
71.43
71.36
71.18
71.07
71.15
71.05
70.80
70.98
71.02
70.76
71.00
71.28
71.19
71.09
71.04
70.93
71.39
71.72
71.72
71.59
71.37
71.07
71.04
70.98
71.19
71.30
71.49
71.50
71.07
71.78
71.61
71.58
71.50
71.36
71.30
71.21
71.05
70.83
70.97
70.74
70.78
70.39
70.15
70.36
70.23
69.99
70.03
70.22
70.71
70.92
71.08
71.24
71.29
71.67
71.60
71.32
71.06
70.78
70.72
70.01
69.81
69.85
69.47
69.05
69.11
69.40
69.27
69.57
69.34
69.02
69.31
69.35
69.05
69.07
69.56
69.16
69.07
2695+00 2700+00 2705+00 2710+00 2715+00 2720+00 2725+00 2730+00 2735+00 2740+00 2745+00 2750+00 2755+00 2760+00 2765+00 2770+00 2775+00 2780+00 2785+00 2790+00 2795+00 2800+00 2805+00 2810+00 2815+00
30
40
50
60
70
80
90
30
40
50
60
70
80
90
STA = 2700+00.00EL = 70.15'
(-)0.3500 %(+)0.3500 %
STA = 2705+00.00EL = 71.90'
(+)0.3500 %(-)0.3500 %
STA = 2710+00.00EL = 70.15'
(-)0.3500 %(+)0.2500 %
STA = 2720+00.00EL = 72.65'
(+)0.2500 %(-)0.2500 %
STA = 2730+00.00EL = 70.15'
(-)0.2500 %(+)0.3500 %
STA = 2735+00.00EL = 71.90'
(+)0.3500 %(-)0.3500 %
STA = 2740+00.00EL = 70.15'
(-)0.3500 %(+)0.2500 %
STA = 2745+00.00EL = 71.40'
(+)0.2500 %(-)0.3500 %
STA = 2750+00.00EL = 69.65'
(-)0.3500 %(+)0.3500 %
STA = 2755+00.00EL = 71.40'
(+)0.3500 %(-)0.3500 %
STA = 2760+00.00EL = 69.65'
(-)0.3500 %(+)0.3500 %
STA = 2765+00.00EL = 71.40'
(+)0.3500 %(-)0.3500 %
STA = 2770+00.00EL = 69.65'
(-)0.3500 %(+)0.3500 %
STA = 2775+00.00EL = 71.40'
(+)0.3500 %(-)0.3500 %
STA = 2785+00.00EL = 67.90'
(-)0.3500 %(+)0.4000 %
STA = 2790+00.00EL = 69.90'
(+)0.4000 %(-)0.2500 %
STA = 2795+00.00EL = 68.65'
(-)0.2500 %(+)0.3500 %
STA = 2800+00.00EL = 70.40'
(+)0.3500 %(-)0.3500 %
STA = 2805+00.00EL = 68.65'
(-)0.3500 %(+)0.3500 %
STA = 2810+00.00EL = 70.40'
(+)0.3500 %(-)0.3500 %
STA = 2815+00.00EL = 68.65'
(-)0.3500 %(+)0.3500 %
72.25
71.90
71.55
71.20
70.85
70.50
70.15
70.50
70.85
71.20
71.55
71.90
71.55
71.20
70.85
70.50
70.15
70.40
70.65
70.90
71.15
71.40
71.65
71.90
72.15
72.40
72.65
72.40
72.15
71.90
71.65
71.40
71.15
70.90
70.65
70.40
70.15
70.50
70.85
71.20
71.55
71.90
71.55
71.20
70.85
70.50
70.15
70.40
70.65
70.90
71.15
71.40
71.05
70.70
70.35
70.00
69.65
70.00
70.35
70.70
71.05
71.40
71.05
70.70
70.35
70.00
69.65
70.00
70.35
70.70
71.05
71.40
71.05
70.70
70.35
70.00
69.65
70.00
70.35
70.70
71.05
71.40
71.05
70.70
70.35
70.00
69.65
69.30
68.95
68.60
68.25
67.90
68.30
68.70
69.10
69.50
69.90
69.65
69.40
69.15
68.90
68.65
69.00
69.35
69.70
70.05
70.40
70.05
69.70
69.35
69.00
68.65
69.00
69.35
69.70
70.05
70.40
70.05
69.70
69.35
69.00
68.65
69.00
FM 1960 NGFM 1960 PGL FM 1960 PGL
2705+00
PT 2717
+57.45
2720+00
PC 2722
+02.33
2725+00
2730+00
PT 2731
+20.09
PC 2734
+51.12
2735+00
2740+00
PT 2743
+68.89
2745+00
PC 2746
+75.18
PT 2748
+38.38
2750+00 2755+00
PT 2756
+85.24
2760+00
PC 2764
+09.50
2765+00
PT 2765
+33.86
2770+002775+00
PC 2777
+36.03
PT 2778
+15.06
2780+00 2785+00
PC 2787
+84.25
PT 2788
+15.80
PC 2812
+97.41
PT 2814
+94.35
2815+002705+00
PT 2717
+57.45
2720+00
PC 2722
+02.33
2725+00
2730+00
PT 2731
+20.09
PC 2734
+51.12
2735+00
2740+00
PT 2743
+68.89
2745+00
PC 2746
+75.18
PT 2748
+38.38
2750+00 2755+00
PT 2756
+85.24
2760+00
PC 2764
+09.50
2765+00
PT 2765
+33.86
2770+002775+00
PC 2777
+36.03
PT 2778
+15.06
2780+00 2785+00
PC 2787
+84.25
PT 2788
+15.80
PC 2812
+97.41
PT 2814
+94.35
2815+00
PGL
PROPOSED TYPICAL SECTION A-A
3:1 (MIN)
6:1 (USUAL)
111
LANE
12' 1'
LANE
SHARED
15'
100' EXISTING ROW
40'
26'
LANE
12'
LANE
SHARED LANE
12'
LANE
12'1' 15'
LCC FM 1960
LANE
12'
LANE
12'
LANE
12'
76'6'
162'
14'
62'
3:1 (MIN)
6:1 (USUAL)
2%2%
100' USUAL, 120' MAX RIGHT-OF WAY
19.5'
VARIES 48' TO 50'
3'
SH
11'
SH
50' USUAL, 70' MAX
30.5'
3'
19.5' USUAL
11'
LANE LANE
TURN LANE
11'
5.5'5.5'
FM 1960LC
30.5'
11'
LANELANE
11'
FROM FARMINGHAM RD. TO SAN JACINTO BRIDGE
FROM E. OF B 1960 TO ATASCOCITA RD.
EXISTING TYPICAL SECTION
SDWLK
3:1 (MIN)
6:1 (USUAL) 2% 2%
1'1'
LANE
SHARED LANE LANE
LCC
12'12' RAISED MEDIAN
LANE
12'
LANE
FM 1960
12'15'
PROPOSED TYPICAL SECTION
5'
40' 40'
LANE
SHARED
15'15'
18'31'
160'
6'
100' EXISTING RIGHT-OF-WAY 60' PROP RIGHT-OF-WAY
SDWLK
3:1 (MIN)
6:1 (USUAL)
8' FOOT SOUND WALL
6'
5'
31'
PGL
H.C.F.C.D. TO KINGS PKWY
8' FOOT SOUND WALL
XXXX-2015 DHV
XXXX-2015 DHV