22-Attachment S - Plans Drawings.pdf
PDF 32 MB Posted
- Attached to
- ITB - Park and Road Improvements at Eisenhower Park (2024) for Harris County Precinct 1 (FEMA)
- Solicitation number
- 25/0409
- Issued by
- Harris County, Texas
About this file
This file is a set of plans and drawings prepared by Harris County Engineering Department for the Park and Road Improvements at Eisenhower Park (2024) project in Harris County Precinct 1, Texas. The document, issued for bidding on December 7, 2025, contains comprehensive engineering plans including site layouts, alignment data, plan and profile sheets, construction details, and specifications for road and drainage improvements. The project involves multiple baselines (A, B, C, and D) with numerous curves and geometric alignments throughout the park property. Construction details include typical ditch lining specifications, pipe end details for 48-inch diameter outfalls, concrete riprap foreslope protection, and reinforced concrete structures. The plans reference SWPPP (Stormwater Pollution Prevention Plan) documentation, piling details, boring logs, and ADA compliance requirements for asphalt and concrete pavement installations.
The plans document was prepared under UPIN 25101MF3RN01 by Steven W. Pike, a licensed professional engineer in Texas (License #92961), with drawings checked and approved by BP and SP on November 26, 2025. The project involves detailed specifications for roadside improvements, storm sewer construction, water line installations (3-inch PVC), electrical risers, and comprehensive drainage solutions. Multiple failure areas are identified on the plans, indicating locations requiring remediation or reinforcement. The document includes reference benchmarks (B.M.) and temporary benchmark stations (T.B.M.) for surveying and construction layout purposes. Funding for this FEMA-associated project flows through Harris County Precinct 1, with project scope and specifications detailed across 127 pages of technical drawings and construction details.
View the file
Other files
Show all 24
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
Issued for Bidding Job No._________ 12/07/2025
2 / 127
V V
GENERAL NOTES
SYMBOL LEGEND (EXISTING)
L ET HCDN
X
P
R
[SS1] [SS1] [SS1] [SS1] [SS1]
(W1) (W1) (W1) (W1) (W1)
G2 G2 G2 G2 G2 G2
(G1) (G1) (G1) (G1) (G1)
G1 G1 G1 G1 G1 G1 G1
(G2) (G2) (G2) (G2) (G2)
SLE2 SLE2 SLE2 SLE2 SLE2
[OHE2] [OHE2] [OHE2] [OHE2]
(OHE1) (OHE1) (OHE1) (OHE1)
[OHE1] [OHE1] [OHE1] [OHE1]
(OHT1) (OHT1) (OHT1) (OHT1)
[OHT1] [OHT1] [OHT1] [OHT1]
(T1) (T1) (T1) (T1) (T1)
[T1] [T1] [T1] [T1] [T1]
T1 T1 T1 T1 T1 T1 T1
10055F-
RODSINC.
JULIO C. SALINAS
105145
E
E
F E
P R
O
N
SS IO LA
S T
TA
E FO T
IGN
R E
E
N
A S
X
LICE
DENS
11/14/2025
3 / 1303 / 127
126127
4 127
5 1291305 127
6 / 1296 / 127
7 / 127
8 / 127
9 / 127
10 / 127
11 / 127
12 / 127
13 / 127
14 / 127
15 / 127
16 / 127
17 / 127
18 / 127
19 / 127
20 / 127
VV
V
V
V
V
V
V
V V V V V V V V V V V V V V V V V V V V
V V V V V
VVVVV
VVVV
V V V V
VVV
V V V
CURVE A1
DOC=3'2"
DOC=4'0"
DOC=4'4"DOC=4'6"
DOC=3'0"
DOC=4'0"
DOC=5'6"
DOC=5'7"
DOC=6'7"
DOC=6'10"
V V
GENERAL NOTES
SYMBOL LEGEND (EXISTING)
L ET HCDN
FEET
100500 25
BASELINE "A"
CURVE A1
PI 3+44.69
Δ 41°47'42.1" (LT)
D 22°54'52.2" T 95.47' L 182.40' R 250.04'
PC 2+49.22
PT 4+31.62
1" = 100' (17X11) 1" = 50' (34X22)
10055F-
RODSINC.
JULIO C. SALINAS
105145
E
E
F E
P R
O
N
SS IO LA
S T
TA
E FO T
IGN
R E
E
N
A S
X
LICE
DENS
21 / 127
V
V
V
V
V V
V V V
V V
V
V
V
V
V
V
V
V
V
V V
V V V
V
V
V
V
V
V
V V
V
V V
V
V V
V V
V V
V V
V V
V V
V V
V V
V V
V V
V V
V V
V V
V V
V V
V V
V
V V
V
V V
V V
V V
V V
V
V V
V V
V V
V
V V
V V
V V
V V
V V
/// V V
V V
V V
V V
V
V V
V V
V V
CURVE A2
CURVE A3
V V
GENERAL NOTES
SYMBOL LEGEND (EXISTING)
L ET HCDN
CURVE A2
PI 14+22.13
Δ 00°55'58.7" (LT)
D 19°05'49.2" T 2.44' L 4.89' R 300.02'
PC 14+19.69
PT 14+24.58
CURVE A3
PI 21+76.33
Δ 40°32'06.4" (LT)
D 19°45'14.0" T 107.11' L 205.20' R 290.05'
PC 20+69.22
PT 22+74.43
CURVE A4
PI 27+54.75
Δ 82°43'08.5" (RT)
D 20°06'01.6" T 250.95' L 411.53' R 285.05'
PC 25+03.80
PT 29+15.33
CURVE A4
N59°14'54"E 988.07'
1" = 100' (17X11) 1" = 50' (34X22)
10055F-
RODSINC.
JULIO C. SALINAS
105145
E
E
F E
P R
O
N
SS IO LA
S T
TA
E FO T
IGN
R E
E
N
A S
X
LICE
DENS
22 / 127
V V
V
V
V
V V
V V
V V
V V
V
V V
V
V V
V V
V
V
V
V
V
V
V
V
V
V V
V
V
V
V
V
V
V
V
V
V
V V V V V
V V V V
V V
VVVVV
VVVV
V
V
V
V
V
V
V
V
V
V
V
V
V V V V V
V V
V V
V
V
V
V
V
V
CURVE A4
CURVE A5
CURVE B1
CURVE
C
3" PVC WATER LINE
V V
GENERAL NOTES
SYMBOL LEGEND (EXISTING)
L ET HCDN
BASELINE "B"
BASELINE "C"
BASELINE "A"
CURVE A5
PI 35+35.05
Δ 69°30'52.3" (RT)
D 20°49'52.9" T 190.86' L 333.70' R 275.05'
PC 33+44.20
PT 36+77.90
CURVE B1
PI 2+79.46
Δ 13°27'56.7" (LT)
D 03°46'08.9" T 179.46' L 357.26' R 1,520.13'
PC 1+00.00
PT 4+57.26
CURVE C1
PI 1+98.18
Δ 92°07'19.7" (RT)
D 30°00'06.9" T 198.18' L 307.05' R 190.97'
PC 0+00.00
PT 3+07.05
CURVE A4
PI 27+54.75
Δ 82°43'08.5" (RT)
D 20°06'01.6" T 250.95' L 411.53' R 285.05'
PC 25+03.80
PT 29+15.33
N85°55'41"E 342.63'
1" = 100' (17X11) 1" = 50' (34X22)
FAILURE
AREA
10055F-
RODSINC.
JULIO C. SALINAS
105145
E
E
F E
P R
O
N
SS IO LA
S T
TA
E FO T
IGN
R E
E
N
A S
X
LICE
DENS
23 / 127
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V V
V
V V V V V
V
V
V
V
V
V
V
V
V
V
V
V
V
V V
V V V V V V V
VVVVVVVVVV
V
V
V
V
V
V
V
V
V
V
V
V V
V
VVVVV
V V
V V
V
V
V
V
V
V
V
V
V
V
V
V V
V
V V
V
V
V V
V
V
V
V
V V
V
V
V
V
V
VV
V
V
V
CURVE A6
CURVE A7
CU
RV
E D1
3"
PVC W
ATER LI
NE
V V
GENERAL NOTES
SYMBOL LEGEND (EXISTING)
L ET HCDN
BASELINE "D"
CURVE A7
PI 47+96.19
Δ 25°28'15.5" (RT)
D 11°27'26.1" T 113.02' L 222.31' R 500.08'
PC 46+83.16
PT 49+05.47
CURVE A6
PI 42+21.39
Δ 62°16'12.0" (LT)
D 09°42'34.3" T 356.46' L 641.33' R 590.10'
PC 38+64.92
PT 45+06.25
CURVE A8
PI 53+17.53
Δ 83°27'30.6" (LT)
D 19°25'08.6" T 263.15' L 429.78' R 295.05'
PC 50+54.38
PT 54+84.15
CURVE A8
CU
RV
E D1
S09°59'11"E 187.03'
1" = 100' (17X11) 1" = 50' (34X22)
FAILURE
AREA
CURVE D10
PI 45+15.59
Δ 40°42'55.1" (RT)
D 11°27'33.0" T 185.53' L 355.31' R 500.00'
PC 43+30.06
PT 46+85.37
10055F-
RODSINC.
JULIO C. SALINAS
105145
E
E
F E
P R
O
N
SS IO LA
S T
TA
E FO T
IGN
R E
E
N
A S
X
LICE
DENS
24 / 127
V
V
V
V V
VVV
V
V V
V
V
V
V
V
V V
V
V
V V
V
V
V V
V V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V V
V
V
V
V
V
V
V
V
V
V
V
V
V V
V V V V
V
V
V
V
V
V
V
V
V
V
V
V
V V V
CURVE A8
CURVE A9
CURVE A10
3" PVC WATER LINE
V V
GENERAL NOTES
SYMBOL LEGEND (EXISTING)
L ET HCDN
CURVE A9
PI 58+90.98
Δ 72°40'43.0" (RT)
D 19°05'43.5" T 220.73' L 380.61' R 300.05'
PC 56+70.26
PT 60+50.87
CURVE A8
PI 53+17.53
Δ 83°27'30.6" (LT)
D 19°25'08.6" T 263.15' L 429.78' R 295.05'
PC 50+54.38
PT 54+84.15
CURVE A10
PI 63+07.41
Δ 29°13'06.5" (LT)
D 21°13'01.7" T 70.39' L 137.71' R 270.04'
PC 62+37.02
PT 63+74.73
1" = 100' (17X11) 1" = 50' (34X22)
FAILURE
AREA
10055F-
RODSINC.
JULIO C. SALINAS
105145
E
E
F E
P R
O
N
SS IO LA
S T
TA
E FO T
IGN
R E
E
N
A S
X
LICE
DENS
25 / 127
VVVVV
V V V V V
V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V
VVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVV
V V
V V
V
V
V
V
V
V
V
V
V
V
V
V
CURVE A11
C U
R
VE B9
3" PVC WATER LINE
V V
GENERAL NOTES
SYMBOL LEGEND (EXISTING)
L ET HCDN
CURVE A11
PI 70+82.17
Δ 07°05'58.3" (RT)
D 00°57'17.2" T 372.27' L 743.58' R 6,001.00'
PC 67+09.90
PT 74+53.48
CURVE B9
PI 47+32.70
Δ 29°35'32.3" (RT)
D 13°19'24.6" T 113.59' L 222.11' R 430.04'
PC 46+19.11
PT 48+41.22
1" = 100' (17X11) 1" = 50' (34X22)
10055F-
RODSINC.
JULIO C. SALINAS
105145
E
E
F E
P R
O
N
SS IO LA
S T
TA
E FO T
IGN
R E
E
N
A S
X
LICE
DENS
26 / 127
V V V V V V V V V V
V
V
V
V
V
V
V
V
V
V
V V
V V V
V
V
VVV
V V
V
V
V
V
V
V
V
V
V
V V
V
VVVVVVVVVV
V V V V V V V V V
V
V
V
V
V
V
V
V
V
V
V V
V V V V V
VVVVVV
V
V
V V
V
V
V
V
V
V
V
V
VV
V
VVVVVVVVV
V
V
V
V
V
V
V
V V
V V
V
V
V
V
V
V
V V
V
V
V
V
V V
V V
VV
V
V
V
V V
V V
V V
VV
V
V
CURVE B2
CURVE B3
CURVE B4
V V
GENERAL NOTES
SYMBOL LEGEND (EXISTING)
L ET HCDN
CURVE B2
PI 8+90.19
Δ 20°40'29.0" (RT)
D 11°34'26.2" T 90.30' L 178.63' R 495.04'
PC 7+99.90
PT 9+78.53
CURVE B4
PI 18+76.18
Δ 22°04'05.0" (RT)
D 12°43'52.8" T 87.76' L 173.34' R 450.04'
PC 17+88.42
PT 19+61.76
CURVE B3
PI 13+37.35
Δ 38°25'12.7" (LT)
D 14°19'21.9" T 139.39' L 268.25' R 400.03'
PC 11+97.96
PT 14+66.21
1" = 100' (17X11) 1" = 50' (34X22)
10055F-
RODSINC.
JULIO C. SALINAS
105145
E
E
F E
P R
O
N
SS IO LA
S T
TA
E FO T
IGN
R E
E
N
A S
X
LICE
DENS
27 / 127
V V V V V
VVVVV
V V V V V V V V V V V V V V
V
V V
V
V V
VVVVVVVVVVVVVV
V
V
V
V
V
V
V
V V
V
V
VVVVVVVV
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V V V V
V V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
VVV
V
V
V
V
V
V
V
V V V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
VV
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
CURVE B5
CURVE B6
V V
GENERAL NOTES
SYMBOL LEGEND (EXISTING)
L ET HCDN
CURVE B4
PI 18+76.18
Δ 22°04'05.0" (RT)
D 12°43'52.8" T 87.76' L 173.34' R 450.04'
PC 17+88.42
PT 19+61.76
CURVE B6
PI 29+14.36
Δ 70°32'24.3" (RT)
D 14°19'21.9" T 282.93' L 492.50' R 400.03'
PC 26+31.44
PT 31+23.94
CURVE B5
PI 23+36.77
Δ 32°04'19.9" (LT)
D 12°43'52.8" T 129.35' L 251.92' R 450.04'
PC 22+07.42
PT 24+59.33
CURVE B4
S51°16'54"E
674.22'
1" = 100' (17X11) 1" = 50' (34X22)
10055F-
RODSINC.
JULIO C. SALINAS
105145
E
E
F E
P R
O
N
SS IO LA
S T
TA
E FO T
IGN
R E
E
N
A S
X
LICE
DENS
28 / 127
V
V
V V V
VVVV
V
V
V
V
V
V
VV
V V V V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
CURVE B7
CURVE B8
CURVE B9
V V
GENERAL NOTES
SYMBOL LEGEND (EXISTING)
L ET HCDN
CURVE B7
PI 39+99.78
Δ 62°50'36.2" (RT)
D 17°21'39.3" T 201.62' L 361.98' R 330.03'
PC 37+98.16
PT 41+60.14
CURVE B9
PI 47+32.70
Δ 29°35'32.3" (RT)
D 13°19'24.6" T 113.59' L 222.11' R 430.04'
PC 46+19.11
PT 48+41.22
CURVE B8
PI 44+39.64
Δ 28°25'54.7" (LT)
D 19°05'49.2" T 76.01' L 148.88' R 300.02'
PC 43+63.63
PT 45+12.51
CURVE B9
1" = 100' (17X11) 1" = 50' (34X22)
FAILURE
AREA
FAILURE
AREA
10055F-
RODSINC.
JULIO C. SALINAS
105145
E
E
F E
P R
O
N
SS IO LA
S T
TA
E FO T
IGN
R E
E
N
A S
X
LICE
DENS
29 / 127
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V V
V
V
V
V
V
V
V
V
V
V V
V V
V V
V
V
V
V
V V
V
V
V
V
V
V V
VV
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V V
V V
V V
V V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
CURVE D1
DOC=2'
DOC=1'11"
DOC=1'9"
DOC=1'11"
DOC=2'6"
DOC=2'6"
DOC=1'10"
DOC=1'11"
DOC=1'11"
DOC=1'11"
DOC=1'5"
DOC=2'0"
DOC=2'0"
DOC=2'0"
DOC=1'9"
DOC=3'0"
DOC=4'6"
DOC=4'6"
DOC=5'0"
DOC=2'6"
DOC=4'1"
DOC=4'1"
DOC=4'1"
DOC=4'0"
DOC=4'0"
DOC=3'10"
DOC=2'6"
RAISER
ELECTRICAL RISER
V V
GENERAL NOTES
SYMBOL LEGEND (EXISTING)
L ET HCDN
CURVE D1
PI 5+29.91
Δ 76°39'24.8" (LT)
D 22°55'05.9" T 197.64' L 334.48' R 250.00'
PC 3+32.27
PT 6+66.74
1" = 100' (17X11) 1" = 50' (34X22)
10055F-
RODSINC.
JULIO C. SALINAS
105145
E
E
F E
P R
O
N
SS IO LA
S T
TA
E FO T
IGN
R E
E
N
A S
X
LICE
DENS
30 / 127
V V
V V
V V
V V
V V
V V
V
V
V V
V
V
V
V
V
V V
V V V V V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V V
VVV
V
V
V
V
V
V
V
V
V V
V
V V
V V
V V
V V
V V
V V
V
V
V
V
V
V
V
V
V
V
V
V
V V
V V
V
VVVV
V V
V
V
V
V
V
V
V V
V
V V
V
V V
V
V V
V
V V
V V
V V
V V
V V
V V
V V
V
V
V
V
V
V
V V
V V V V V V V
V V
V V
V
V
V
V
V
V
V
V
V
V
V
V
V
CURVE D2
CURVE D3
CURVE D4
CURVE D5
V V
GENERAL NOTES
SYMBOL LEGEND (EXISTING)
L ET HCDN
CURVE D3
PI 13+26.44
Δ 26°37'20.2" (RT)
D 19°05'54.9" T 70.98' L 139.39' R 300.00'
PC 12+55.46
PT 13+94.85
CURVE D4
PI 16+07.26
Δ 25°08'37.4" (RT)
D 06°04'33.3" T 210.30' L 413.83' R 943.00'
PC 13+96.96
PT 18+10.79
CURVE D5
PI 19+10.26
Δ 09°28'37.1" (RT)
D 04°46'28.7" T 99.47' L 198.49' R 1,200.00'
PC 18+10.79
PT 20+09.28
CURVE D2
PI 11+40.80
Δ 17°34'11.5" (LT)
D 11°27'33.0" T 77.27' L 153.33' R 500.00'
PC 10+63.53
PT 12+16.86
1" = 100' (17X11) 1" = 50' (34X22)
10055F-
RODSINC.
JULIO C. SALINAS
105145
E
E
F E
P R
O
N
SS IO LA
S T
TA
E FO T
IGN
R E
E
N
A S
X
LICE
DENS
31 / 127
V
V
V
V
V
V
V V
V V
V V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V V
V
VV
V
V
V
V V
V V
V
V V
V V
V
V V
V V
V V
V
V V
V
V V
V V
V
V V
V
V V
V
V V
V
V V V V V
V
VVV
V
V
V V
V V
V
V V
V
V
V V
V
V
V
V
V
V
VV
V
V
V
V
V
V
V V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
CURVE D6
CURVE D7
CURVE D8
DO
C=3'2"
DO
C=4'5"
DO
C=4'0"
DO
C=3'6"
V V
GENERAL NOTES
SYMBOL LEGEND (EXISTING)
L ET HCDN
CURVE D6
PI 22+69.94
Δ 52°59'16.7" (LT)
D 22°55'05.9" T 124.61' L 231.20' R 250.00'
PC 21+45.32
PT 23+76.53
CURVE D7
PI 24+91.46
Δ 16°21'05.9" (RT)
D 07°09'43.1" T 114.94' L 228.31' R 800.00'
PC 23+76.53
PT 26+04.84
CURVE D8
PI 30+11.96
Δ 35°50'34.6" (RT)
D 16°22'12.8" T 113.19' L 218.95' R 350.00'
PC 38+98.76
PT 31+17.72
1" = 100' (17X11) 1" = 50' (34X22)
10055F-
RODSINC.
JULIO C. SALINAS
105145
E
E
F E
P R
O
N
SS IO LA
S T
TA
E FO T
IGN
R E
E
N
A S
X
LICE
DENS
32 / 127
V
V
V
V V
V V
V V
V
V
V
V
V
V
V
V
V
V
V
V
V V
V V V V V
V V
V V
V V
V V
V V
V V
V V V V V V V
V V
V
V
V
V
V
V
V
V
V V
V
VVVVV
V
V V
V
V V
V V
V V
V V
V
VVV
V V
V
V
V
V V
V V
V
V
V V
V
VV
V
V V
V V
V V
V V
V V
V V
V V
V V
V V
V V
V V
V V
V V
V V
V V
V V
V V V
V
V
V
V V
V
V
V
V V
VV
V V
CURVE D9
CURVE D10
V V
GENERAL NOTES
SYMBOL LEGEND (EXISTING)
L ET HCDN
CURVE D10
PI 45+15.59
Δ 40°42'55.1" (RT)
D 11°27'33.0" T 185.53' L 355.31' R 500.00'
PC 43+30.06
PT 46+85.37
CURVE D9
PI 35+02.28
Δ 30°45'23.0" (LT)
D 14°19'26.2" T 110.01' L 214.72' R 400.00'
PC 33+92.27
PT 36+06.99
N69°52'37"E 274.55'
1" = 100' (17X11) 1" = 50' (34X22)
10055F-
RODSINC.
JULIO C. SALINAS
105145
E
E
F E
P R
O
N
SS IO LA
S T
TA
E FO T
IGN
R E
E
N
A S
X
LICE
DENS
33 / 127
SYMBOL LEGEND (EXISTING)
L ET HCDN
B.M.:
T.B.M. "1":
T.B.M. "2":
T.B.M. "5":
T.B.M. "6":
T.B.M. "90":
T.B.M. "91":
T.B.M. "10000":
T.B.M. "10001":
T.B.M. "10002":
T.B.M. "10003":
T.B.M. "10004":
T.B.M. "10005":
BASELINE "A" BASELINE "C"
BASELINE "B"
34 / 127
V V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V V
V V
V
V
V
V
V
V
V
V
V
V V
V
V V
V
V
V
V
V
V
V
V
V
V V V
V V
V
V
V
V
V
V
V
V V
V
VV
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V V
V V
V
V
V
V
V
V
V
V V
V
V V
V
V
V
V
V V
V V
V
V
VV
V
V
V V
V V
V V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
L ET HCDN
SURVEYOR'S SEAL
35 / 127
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
VV
V
V
V
V
V
V
V
V
V
V ///
V V
V
V V
V
V
V
V
V V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V V
V V
V V
V V
V V
V
V
V
V V
V V
V V
V V
V
V
VV
V V
V V
V V
V
V
V V
V V V V V
VVVVVVV
V
V
V V
V V
V V
V V
V
V
V
V
V V
V V
V
V V
V
V V
V
V
V
V
V
V
V V V V V V V V V V
V V
VVVVVVVVV
V V V V V V V V V
V
V V
VVVVVVVVV
V
V
V V
V V
V
V V
V
V
V
V
V
V
V
V
V
V V
V V
V
V
V V
V V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V V
V
V
V
V
V
V
V
V
V
V
V
V V
V
V V V V
V
V V
VVV
V V V V V
V
VVV
VVV
V
V
V
V
V
V
V
V
V
V
V V
V V
V V
V V V V V V V
VVVVVV
V
V
V V
V V
V V V V V V V V
VVVVVV
V
V V
SURVEYOR'S SEAL
36 / 127
V V V V
V V
V V
V
V
V
V
V
V V
V
V V
V V
V V
V V
V
V
V
V
V
V V
V V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
VV
V
V
V
V
V
V
V
VV
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V V V
V
V V
V
V
V
V
V
V
V
V V
V
V
V V
V V
V V
V V
V
V
V
V
V
V V
V V
V V
V V
V V
V
V V
V V
V V
V V V V V V V V V V V V
VVVVVVVVVVVV
VV
V
V V
V V
V V
V V
V V
V V
V V
V V V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
SURVEYOR'S SEAL
37 / 127
V
V
V
V
V
V
V
V
V
V
V
V
V
V V
V V
V V
V
V V
V V
V V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
VV
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V V
V
V
V
V V
V V
V
SURVEYOR'S SEAL
38 / 127
39 / 127
40 / 127
41 / 127
42 / 127
43 / 127
44 / 127
45 / 127
46 / 127
47 / 127
48 / 127
49 / 127
50 / 127
51 / 127
52 / 127
53 / 127
54 / 127
55 / 127
56 / 127
57 / 127
SHT NO:SAXET
Y T
NUOCSIRR
A H
JOB NO:
PROJECT TITLE:
SHEET DESCRIPTION:
NO. REVISIONS DATE NAME
DATE:DRAWN BY:
CK'D BY:
BP
SP UPIN NO.25101MF3RN01
PARK AND ROAD IMPROVEMENTS - EISENHOWER PARK -2024
DESNECI
L
S
T A
TE OF TEXA
S
P R
O F
E S
SIONAL ENG
I
N E
E R92961
STEVEN W. PIKE
HARRIS COUNTY
ENGINEERING DEPARTMENT 11/26/2025
11/26/2025
PIPE END DETAILS
(FOR OUTFALLS 48 INCH DIA.)
ASTM A-36, PLACED AT
TYP
30 DEGREE INTERVALS
TOE OF SLOPE
PLAN
O.C. (EACH LAYER)
J" BOLTS, OR EQUIVALENT,
AND WASHERS ON
2 GALVANIZED NUTS
REINF. STEEL
SYMMETRICAL
CL
SECTION
F T.
M
IN
ABOUT
VARIES BASED ON
THICKENED AREA
EXTENT OF
THROUGH PIPE.
1 FOOT VERTICAL
EACH 1/2 X 6 IN.
CL
AT TOE OF SLOPE.
T Y P
SIDE SLOPE, MIN.
4 MIN FT.
TYPICAL ROADSIDE DITCH LINING DETAIL
& DOWNSTREAM.
TOEWALL UPSTREAM
TRIM PIPE FLUSH
WITH CHANNEL
LINING
SEE
NOTE
GENERAL NOTES:
T
8 IN.
SEE
NOTE
5 IN.
SEE NOTE 4
8 IN.
SEE NOTE 3
F T
#5 BARS @ 6 IN.
4 FT.
IN
CEMENT STABILIZED
4. #4 AT 12 IN. O.C. BOTH DIRECTIONS MIN. OR
EQUIVALENT WELDED WIRE FABRIC.
SAND
ALL
AR
O
U N
D
1. SEE SIDE SLOPE DETAILS ELSEWHERE ON PLANS.
2. RISE DIMENSION VARIES AS A FUNCTION OF SIDE SLOPE.
3. UPSTREAM AND DOWNSTREAM TOE WALL 3 FOOT MINIMUM DEPTH
AT BOTTOM OF SLOPE AND 8 INCHES THICK.
1 FT.
CONCRETE RIPRAP
SEE NOTE 1
CONCRETE RIPRAP
FORESLOPE
EDGE OF ROAD
TYPICAL DITCH LINING DETAIL &
PIPE END DETAIL
C DITCH
L
FLOW LINE
BACKSLOPE
GRASS
SLOPE
VARI
ES
58 / 127
59 / 127
60 / 127
61 / 127
62 / 127
63 / 127
64 / 127
65 / 127
66 / 127
67 / 127
68 / 127
69 / 127
70 / 127
71 / 127
72 / 127
73 / 127
74 / 127
75 / 127
76 / 127
77 / 127
78 / 127
79 / 127
80 / 127
81 / 127
82 / 127
83 / 127
84 / 127
85 / 127
86 / 127
87 / 127
88 / 127
89 / 127
90 / 127
91 / 127
92 / 127
93 / 127
94 / 127
95 / 127
96 / 127
97 / 127
98 / 127
99 / 127
100 / 127
101 / 127
102 / 127
103 / 127
104 / 127
105 / 127
106 / 127
107 / 127
108 / 127
109 / 127
110 / 127
111 / 127
112 / 127
113 / 127
114 / 127
115 / 127
116 / 127
117 / 127
118 / 127
119 / 127
120 / 127
121 / 127
122 / 127
123 / 127
124 / 127
125 / 127
126 / 127
127 / 127
| Title Sheet |
| Index Sheet |
| 207398_Review_Sheet_HCED |
| 207398_Review_Sheet_HCFCD |
| SW3P-Work Form |
| General Notes |
| OVERALL SITE PLAN |
| ALIGN_DATA_01 |
| alignment_data_SHEET_02 |
| alignment_data_SHEET_03 |
| SWPPP |
| Drainage Area Map |
| 002 PLAN AND PROFILE SHEET_41 |
| 003 PLAN PROFILE SHEET_42 |
| 005 PLAN AND PROFILE SHEET_44 |
| 006 PLAN AND PROFILE SHEET_44 |
| 007 PLAN AND PROFILE SHEET_46 |
| 008 PLAN AND PROFILE SHEET_47 |
| 009 PLAN AND PROFILE SHEET_48 |
| 010 PLAN AND PROFILE SHEET_49 |
| 012 PLAN AND PROFILE SHEET_51 |
| 013 PLAN AND PROFILE SHEET_52 |
| 014 PLAN AND PROFILE SHEET PILING |
| 015 PLAN PROFILE SHEET PILING |
| 016 PLAN AND PROFILE SHEET PILING |
| BL CL-EISENHOWER PK - 47+59.96 |
| BL CL-Walton Rd 2 - 27+19.91 |
| BL CL-Walton Rd 3 - 41+63.17 |
| BL CL-Walton Rd 7 - 48+71.44 |
| Boring Log Sheet 1 |
| Boring Log Sheet 2 |
| HCFCD-CCLD-25 (HOU) |
| Small Sign Details |
| Pavement Markings Details |
| Pavement Markings Details |
| 02760-10_2023_11_MOD |
| dom2-25_1 |
| dom3-25_2 |
| ADA |
| Asphalt Details |
| Concrete Pavement Details 1 |
| Concrete Pavement Details 2 |
| Concrete Pavement Details 3 |
| Storm Sewer Construction Details |
| SW3P_Details |
| Project Sign P1 |
File details come from the government source that posted it. Updated .