HomeMy WebLinkAboutF101 - CHANNEL CONSTR SENS TO N. P (3) �
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w 1960
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-- - . - - . - . - . . . . . . . . . . . .... . -- - - . . - .. . . - . - . - . . . . - -- . . - . . . - . -. • : Hv - - . . -- . : - : . ' - . , ': 90 90
. - - . . . . - :; Y . • - . .' 61 10
• - - . - . . .
H , - : P RO J"'. E . C !l " . :11:
10 10 59 10: 0 8 61 59 61
FY . : .: .. :...: H . . : •i:H :: .: • ---- : -.:.--1•.••t- -.: t : - .: : . H :.•- • HH: . - : - H :-: iY - . - - -- . • : : . . : : : :: .: .• -: 1H - - 1: T .. -: H .: -J . . . : - . . . . . . . - - . . . H :
' - - - - - . - . - - . . . - - - - . - - - • - . • : - - . . - . . . . .
- - - . - c- - - : -- - : 1 : - : . : - - 25
• . :,
6 61
9o.P 45 F101 - 00- 00
ss 5 NORTH ' P' T
- : . r. �_ 8 146- . - - . . . H - . . . , . - -- - - ; . -t - - ,: 86 SE
, ' • NS ROAD
STRANG RAILROAD
- . - . - I - ••- , . - • . - - - : . . -- • • :- -- - . - - - ..-- . -- - . .. . T : i-: H - -.:- . . - - - - :-*': . - . . .h : - - . - : - - - - - -.: • • - - . -- . - H • - - . - . .
VICINITY MAP
KEY MAP No . : 539 —V, 540— S PCT. 2
• . . . . . -- .- - - - - - - - - - - - - - - - - - - - - . . - - - - - - - - . - -- - - - -- - - - -
. . - - - . . .- - - - - -- . -- - - - -- - - --) - - - - - - -- - - - - - - - - - ---- - - - - - - - j -- - - . .. - . . . . . .. . . . . . ....- -- - - - - - - -
DRAWING INDEX
. . . . . .. . . .. ........
SHEET NO . DESCRIPTION
:HH -H - --; - - . • . : H- -H . H. :.: H . - .- ... - ---: - H -: - - : • - - - - - - - - - - - - - - - -- - • : - - -- - - - : - - - - -. : - H
1 . COVER SHEET
2 . GENERAL NOTES
-h - : - :.• : -• : -: -. : - - .- - - . . - - • • - - : - - - - - . . . .-: : - - - - - - - - : . - - : -- -: -: : . - -- - •:: - - - - :-- ---- - - - - - - • - - - - - - - - - - - - - - - - - - - - - - : - - - -
3 . • DRAINAGE AREA MAP
4 • PROJECT LAYOUT AND CONTROL MAP
5 . - 9 . PLAN AND PROFILE SHEETS
,
10 . - 14 . CROSS SECTIONS
15 . HEADWALL & BRICK PLUG DETAILS
16 . HCFCD OUTFACE AND INTERCEPTOR
STRUCTURE DETAILS
17 . CONCRETE CHANNEL PAVING DETAILS
. , NORTH ' P ' STR
- - - - - - -- - - ---- - - - - - - - - - - -- - - - - - ------ -- - - - - - - - - - -- - - --- - - - -- EET HEADWALL DETAILS
-: • 2:- -:iiT - H - - - - . - - - - - - -. - - - -: - - - - -- - - - - - -- - 1 - : : __- - - - - , :Aj - - -- - -- - - - - - ---0 - --_- -- - - - :. - -- - - S. - _ __. - - - - - - - - - . - - -- , - : - - - - - - .. - - - - ------- - - - -- - -- -. ;- - - -- - -: : - -- - 1 - - - - - -
19 • TRAFFIC CONTROL PLAN- NORTH ' P' STREET
20 . - 21 . STORM WATER POLLUTION PREVENTION
PLAN AND DETAILS
22 . FENCE LAYOUT PLAN
25 . -
RIGHT OF WAY ALIGNMENT MAP
-- - - - - • - - --- - - - - - - - - - - - - - - - --- - - - - - - - -- - - - - - - - -- - - - - - - - - - - - --- - - - - - - - - - -- -- - - - - - -- - - - - -- - - - .. . -: - -- - - - - - - - - -- - - - - - - --- - - - - - - - - - - - S - --- - - - - - - -NTY . JUDGE ROBERT E
C O
CKEL S
y
1s
PCT 1
EL FR
AN : LEE PCT
: OF
3 STEVE RADACK - - .. F ,,
J q to
3 PCT
JIM FONTEI�TO PCT 4 JERRY E V L' R 0 LE ; x . n LANDEV ENGINEERS INC .
1. AH
e
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C .
THUR : . : : ,.H -: . H -. S TO REY JR . ti F _ HOUSTON TEXAS, p s 77008
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S HEFT 1 _OF 25 SHEET
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DATE December, 1999
DR WING 'NUMBER
SI EET NU
MBER
�.
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-
� -
.
F 25
��
..
,
DRAINAGE DIVIDE
WATERSHED BOUNDARY
DISCHARGE �OMPU'�ATION POItdT
PROJECT LOCATIONS(FUTURE)
PROPOSED PROJECT LOCATION
r �
AREA CONSIDI RED- FOR
POSSIBLE FUTLIRE DIVERSION
FROM B 106-0� • 00 TO FIDI -00-00
(ACREAGE NOT INCLUDED IN CALCULATIONS)
BCNCH MARK
NGS BRASS DISC, DESIGNATION W12O4. LOCATED
^•-- r APPROX. O.6•MILES WEST ALONG W. MAIN ST., FROM THE
INTERSECTION WITH BROADWAY AND SAN JANCINTO AVE.
AT LAPORTE, THENCE 1.35 MILES ALONG STATE HWY.
146, AT THE S.P.R.R. nVERPASS, 7.5 FEET Ni,RTH OF
THE NORTH RAIL OF THE TRACK, 74 FEET EAST OF THE
CENTER LINE OF THE EAST LANE OF THE HIGHWAY, SET
IN THE TOP OF THE NORTH END OF THE EAST CONCRETE
SET OF THE OVERPASS, AND ABOUT 5.5 FEET BELOW THE
LEVEL OF THE RAILS.
1978 DATUM ADJ. ELEV. 18.93
TABLE N0. 1: Drainage areas and Discharge Lomputat Lanz for the Un F101-00-00
Location
Description
DA
Lhannelization
X Devd Year
Year
1
@ 225
480
7
570
446
2
Outtall F101-06-01
630
40
955
796
3
Outfall F101-O6-02
325
300
840
)al
4
Below F301-06-03
233
100
649
572
5
Below F101-06-02
558
300
1282
1130
6
@ Pipeline Corridor
583
100
1326
1169
7
Above F101-06-01
6D4
100
13fi3
1202
B
Belo• F101-06-01
1294
71
2085
1800
9
Above Sens Road
1325
71
2124
1833
10
Below Sens Road
1398
73
2243
1939
11
.Below F101-03
1534
75
2942
2115
12
Above S.P. Yard
5588
76
2524
2788
33
Below S.P. Yard
1fi08
76
2549
2209
13A
At Proposed S.P. Yard
1703
78
2698
2343
14
Above Trib, from Broadway
1813
79
2851
2477
IS
Below Trib, from Broadway
2027
81
3148
2739
16
Nouth
2647
86
3992
3486
A
Sta 45+00 F10L-O6
98
100
333
290
B
Sta 55+DO FIDI-O6
59
100
207
180
C
Sta 60+00 F101-06
33
100
141
121
t���
CHANNEL CONVEYANCE IMPROVEMI NTS
PROJECT ID No. FIDI-00-00-E00 I
DRAINAGE AREA MA �
PROPOSED ULTIMATE IMPROVE MENTS
R.G. la! N4: 1962/ - �Satei
R.A. Seale : 1 "= 800'
�'
1 1
''
,
0
nd
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I a . - .-: --p-i-:-:
P
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�. BASELINE , , , , om 'P sm
xsmx 1253:29 . BASELINE • EET
859 20 . W )
`
150.00 18+23.40 28.28 L 18+23.30 121 .72
5500 5501
0
POINT No. NORTHING EASTING DESCRIPTION
r
4 694623.78 3253423.45 5/8 IR & . Ca
I
CL 9+20.9 P
5 694692. 10 3254707.05 5 8 IR & Ca 17+52 61 , 41 .59 R / P
I ,
yak
C 1 I 6 693714.30 325 "
SBd 255 I 4755.83 5/8 . IR & Cop (�n n 7 693773.76 3255475.06 PK in Ash H
I � " P
2549 , 2420 693652.40 3253507.43 5 8 IR & Ca
CL 9+01 , 2468
g E l 693670,30 3253460,00 PC
1 '
, '.. 7+34.05; 75 R
2 2470 693672.94 3253485.67 Pi
z . 2476 693753.20 3254008.43 PC a N ,
m
2478 693755.85 m3254034. 10 PT
zIw2487 693793.87 3254750.57 PC n
- @ 2489 693798.26 3254786.27 PRC
n
1 I
316
317 31 ( 319
2491 693802.68 3254822. 14 PT
315 320
• 2549 694483.59 3253509.91 PC
- : 2551 9
® ? w
' I o
64501 :84 3253503.77 PT 3
2795
R 693781 .88 3253547.06 PT ilium r ue.c , ' : - -.
s . A No, R3s11 a 2797 693757.31 3253555.05 39 fNT w . PC Z O 1 0
' 2798 693 y 690.27 3253598.55 CL PI
, < 9 s
3038 893890.85 < 3254 81 N
Fy
won vs, 7 .47 O
47O3 694825,49 : 32
53455.53 53 5/8 IR & Cap -P z ,H - - - - . - - - -- - - - - - - - - - : : -- - - - - - - H - - - - - - - - -: ______ _ - -- -- --4909 693804.76� ' : 3255427.71 � rn '.'
, ,. _ 5500
0
i 694568.82 32 53430.24 SET IR
5501 694578.70 3253580.03 SET IR
» m Q
w
5512 883677.91 3253625.56 SET 1R ; r
T •- n m O 5513 693608.99 3253629.20 SET IR O
t .
n 551 m 1 I 4 693779.91 3253622.23 SIR
N A 5517 693806 7 -
o d; m 2 3253796.91 SE7IR
o 3 5518 : 693635.81 ° 3253803.95 SET IR
o n o w
5520 693687. 19 3253803. 18 SIR .
n R
100 0 100 200 300 Feet 55 p
I 2 693687.08 3253807 . 18 SET IR
, 1
, 3 5521 693639.82 3254012.48 SET IR
3 o 2 I It1I 5522 693670.50 3254029:92 SET IR
. R) a 0 6 5523 693845.59
M :! I : - .o0 3254121 .26 SEi IR N
- ' o a I 'd �Zt 5524 693735.08 3254127.05 SIR
iv :O z 5525 6938
.- o xs - 5355 3254271 ,23 SET IR
o I I in U) 5526 693743.35 3254277.00 S a
i7 0 a x ¢ ET IR w
- o M 5527 693862.85 3254446.42 SET IR 0
z 5528 693753.00 3254452. 14 SIR 2 O z w LJJ
. 5529 693752.94 3254451 .O3 SET IR
o > H ,
5530 693870.80 3254596.25 SIR ( %
• O
5531 69376O.95 3254601 .96 SET IR O �-
307 0
303 5532 693880.66 3254781 .99 Si R - O .. vI:;Ir : : L-,. x
a 3 .: :- -.-: ..:
0 302 d
301 5533 69374O.85 3254769.26 SET IR
305 . ERQf P. NES AND Lmm w '. as mm ` o
306 P I5534 693739.79 3254769,29 SIR O - ' : .: . .'
flmartEo 11/ie/W : . ocmmm 06/01/72 DMAM 06/06/)4 M b.3506 2 7 $ET IR - O
T5536 693722.98 3254452.65 SET IR W ' mmi -
1 oacurm w�%oBN3 ° a°° "' 5537 693693.03 3254454.25 SET IR U O, . w m . . Itvsu ONn txncu, ANff : - w.N 6768'061:
z o 1-0741'23' 03 m N 5538 693733.59 3254652,41 SET IR Z r ~
t . Ho Na766o2 aPR)tr4icr R Z °1 - 6u6m T Hn oP �n ( 5539 693703.63 3254654.00 O U
a a o coN omcmen as/1e/oo "� m m ) N I SEi IR Q r•
.- :
Hass ' M N o r 12X2 OO +. a} - .. w tt! • � . r':. •- fD.060m ,}, . .6cefuN O11 m of a m t a , F30C0fFD 2/20/frs 5541 693708.93 3254753.88 SEfIR W 36W, OPW696.T -^ :. .r N " WL73U. a Nc ortM ME M• m-,_ I� �• TM07 I m
j .20/81 � dp ' 'N w, N .r : :: » n1� • r N , - : NMp , , O p U S857 42W $ 0.76 M . m .PRRxm N 2 : S 81 1682, » n » N.R o.w. » Mar » CL 45+89.17- J 394. S 885742' W . '770.59' M J90+95.0781 .17 R J+80.86 7+18.79. 77.24 R ' » . CL 48+25.251 .59' R ) 7+4456, 75.86 R o Zj \ / CL45+53709 90+58.98: 82.81 R 3a
0 • 0+01 .31 . 79.74 R Z ;I 55.04 4oteo N 86 57 42 E 717.48 46fOD O 6S400 Q,
1 +96.43, 20.22 R �' . I H° F- 2476 ,C2 2478 : e 2487 a C 2491 N 66sr42' E - 1103" (O . O
swx 0, N 86'57 42 ° E 245 24 '
-.---: I:,.-I --: .. ..::, ..: . - .H . - :Keseo, cR0 w:' nwe. z ,m xcnR. •.1 x' xrsea nx amw sv xcrm: rfc smP N
N w1w - 266M - 2798 N 81 16 z xerno m 7.
: C7 N - • : : w xere.o. - __ stns. - a ana as s,o Knox - we nna sa w0 Kent
. m' xarsa mrr. 2468 :-3Y x.csnn. :mrt. , w. am+. Pa a nnnx s«.,eza Pa ses xeax R t1. I
10+00 • xassn a„JmR sV. mG . 7zzt n oa ' rifitpxcnx
N M S 86 742 14O .96 J x P. S 85' — o V
o M J n S81'1820 ° n e
» f N , n N � to m b . to L6 a pj tj s s
DIM . » . CALLID 21813 ACRFS � - to M
• I
' �- M >;y1�E9 c. - ,m8w M ,. ChUM) 212 ACRES N N N z a �yt O
. .. . . .. . . . . .. . .. . . . . .... . . ............ ... . ...... . - - H E M316433. OPfFfwB_siY1 CO!&2 ET L ' S I N 8 PIG VPUF' 5 OMSION ¢ I'Y r'M061Rm 02/)7/62N HCGi Na K27492t. OPRRPFICf N N O wL 1 2. PG. 3l. CM.R. ala
U O:, n E7o7;1)IED it/04/BS O I . N a _ W r`
n1trAs OanAx M •—
(o1E or Two mAc11s) v, w-, ua _ y E 11
. CIW_ G NM6R + I 0 O) BL PI STA PWNBR06K ROnO ' (50R OW ) Ol0
730. OPRRPNC7 + CNAFD t0= ACRES:: 0+00.00 W ►-i
,
: 297 =91 +32 Z) 1.[�Tyyy�
. . ,: : HCCF' No. N8i6674o OPRRPHCf r ' :: " , ' : .
295 E10Cmm w/112/92 I - ,
Z
296 alu tit 0.
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I , BENCHMARK — , w _ �+
ANt. NGS -
BRASS DISC, DESIGNATION W1204.
LOCATED APPRO . [ 0.6 I ':
,
X M LE WEST ALONG W. MAIN . R
SL :FROM ITS ' 'INTERSECTION ?WTTH "BROADWAY AND , : . ! ,
CURVE e -
RADIUS DELTA ARC BEARING CHORD
J I o SAN AC NTO AVENUE IN LA . PORTE. r THENCE 1 .35
1 M LES' ALONG STATE HIGHWAY 146 AT THE S.P.R.R. h,Ct 260:00 OS 41. 23, 25.82 25:81 }
I , ,, {€ , I {611
" .' ,,, OVERPASS 7.5 FEET NO 0 .
a
RTH F THE, NORTH RAIL
2 000 054123 • 25.82 OF THE TRACK, 74 FEET EAST . OF, THE -CENTERLINE , .
OF THE1`EAST LANE OF ' THE-HIGHWAY< . SET IN
I , {
THE C3 260:00 O755 57 . 36.00 • I ,N 825944 E , ,; 3597
1 .
l .Ili TOP OE :THE `NORM END -0F. THE EAST CONCRETE w ,
C4 260:00 OT58 16 36.17
N 82'58 34 ' E 36.14
ABUTMENT OF `THE OVERPASS„AND ABOUT 5.5
fi
s NOTE. . :
FEET . BELOW THEfLEVEL OF THE RAiL It E.II ,i. ,�
C5 50:00 " 29 56 47 :; 28. 73 _ N 18 00 17 W : 25:84 . . {
-' ' ELEVATION=18.93 i 1978 ADJUSTM •
ENT : NGVD 1929 .
CB
,
35.78 " 31 1346 19.50 .N ::18'35 40 , - .
W 19.28 , ALL BEARINGS ARE BASED UPON THE TEXAS STATE P 'LANE
COORDINATE '>SYSTEM ' 'SOUTH CENTRAL ZONE'
AS DERIVED
IsM doss • . : ,
FROM` CI1Y F'
. . , HCFCD DISC ON EAST - DOWNSTREAM ' SIDE OF 0 LAPORTE '',MONUMENTS. :ALL COORDINATES AND O a SENS ROAD BRIDGE .IN ? CENTER OF BRIDGE MAY BE CONVERTED TO I J. PATRICK GOIN G, D0 HEREBY CERTIFY THAT THIS SURVEY w
LINE DISTANCE BEARING >
SIDEWALK, STAMPED F101 BM03. ' ELEVATION=20.98 GRID _BY MULTIPLYING BY THE COMBINED SCALE FACTOR
SUBSTANTIALLY CONFORMS SO THE CURRENT TEXAS SOCIETY OF Q `0 O
1978 ,ADJUSTMENT NGVD ` 1929 . _ OF O998817 ,
ROFESSIONAL SURVEYORS STANDARDS AND SPECIFlCATIONS •U , .. '
w,3, <2 . _ N 3258 40 _ W
CONDITIO
LROAD S IK IN N II CONSTRUCTION SURVEY. =
a RAI P E FENCE POST APPROX. . 50
. )
o,
FEET NDRTH OFr NORM RIGHT OF WAY OF
r CHANN AP NOTE:
EL AND PROX 7OD' FEET WEST OF SENS
O
DATE. )ecembe ;1999
N= ,
r,
- : . , ROAD. > ELEVATIO 21 21 1978 ' ADJUSTMENT NGVD
THESE b W N RA I GS ARE :BASED : ON 1929 . THE DESIGN SHOWN 'ON J.
m , .. PATRICK GOING
4
o $RIGINAL :DRAWINGS ' DATED CH 19 MAR 89 ENTITED , CHANNEL" > , _ a REGISTER O ED PROFESSIONAL LAND SURVEYOR
DRA V NG NUMBER
IMPRO ENTS TO . - -
_ ht <; . VEM THE..; H.C:F.C.D. : UN - F.-101 00 0 TEXAS R G
, 0 E ISTRATION No. 4477
o <S G
WA RS O 6 TE HED PREPARED •BY LANDEV ENGINEERS INC. THES
ALL` POINTS "ARE :MARKED = IN THE
ATE IN TOPOGRAPHIC - FEATURES AND
5 8 ; IR - SET THIS S ,,, ' r'UNLESS ' NOTED 'tOTHERWISE
REVISIO Tt
. "<_'. a NS IN ALIGNMENT.
O G
SH .ET NU
, . o
MBER
. : . . ; : ,
... 4OF25 '
No Text
No Text
i
__
;.REWF: STEEL"SCHEDULE:
BARS
N0.
SIZE
SPACING
LGTH
Al
2
4
27'-8"
A2'
12
#4
18"
10'-9"
F2'
24
5
-
9'-11"
GRADE 1 — — �
OW ww w � `
S.R � A
PROP. 6 BOTTOM _ ----�� w o � W
WIDTH _ Z � �w �- O
EASEL/NE w m �Q � TEXAS EASTERN TRANSMISSION CORP..
�`' � 50' PIPELINE ESM'T. w
STA.12-f-49.94= � W �� � VOL.7390, PG.116, H.C.D.R.
:PROP. CONCRETE _ � srA:o9fo4. /8 � z r, i �
.�F
,,
/
'25
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REINF'. STEEL' SCHEDULE
BARS
N0._
SIZE .
S_PACING
' CGTH-
A7-AX-
11
4
: 12"
14'-4"
B
6
#4
18"
12'-6"
Bi-8X
8
#4j
18"
5'-9"
12
#4i]
12"
D1'=DX
10
#4
12"
5-7"
E
4
#5s
7'-10"
F
4
5
_
7.-8».
Vt—VX
26
#4.'
12"
5 —5
5
14.-3"
i.
—r- OF PIPE PER H.C.F.C.D. 4J
,' SPECIFICATIONS' SECTION 02321 g �
REINF STEEL` SCHEDULE
-BARS
N0.
SIZE
SPACING
LGTH
A7-AX
6
4
12"
14'-2"
B
8
#4
18
7._6.1
81—BX
6
4
18"
4'-5"
C
8,
4
12or2.0
Dt—DX
6
#4
12at3'-3"
5
—
.10'-7"
F
8
4
5'-8of
#4
—
6'-5"
V1-VX
14
#4
12"<
4'-2"
W
2
5
7'-11"
:�
�; �
��
f
±
� ���
ii���
7i4?
�i"�I�?4
II
(18" MIN.
� CHANNEL
� �01� � CAL
I PILOT CHANNEL
(SEE TABLE
BELOW)
`� x
I =
T
_ I i
/ �...—
�4 BAR$ Ca112"OC.E.W.
TYPE " A "
- WEEP HOLE
TOP OF SLOPE PAVING
_ _ .0
a:`6 0 0 0 0 0 0— 0 0 0
t Q
O 1
6: ': .V
11 GRADE BEAM
0 1 f� (IF REQUIRED a:a I I � p_ w o <
TYPE " A "-� I I SEE DETAIL H) y' ve i I ° ° o �
WEEPHOLE (lYP) i t e a.:v yA a I I m 3
° b
0 0 0 0 0 0 0 0
_� _ 15'(TYP "
TOEWALL O UPSTREAM AND WEEPHOI.E (TYP)<
DOWNSTREAM ENDS OF
PAVING.- oEraL c _
8`x 3 -O" DEEP TOE WALL- B X z,—O� DEEP TOEWALL
^ �
TYPICAL TRAPEZOIDAL. CHANNEL
OM WIDTH
VARIES
��� �T
--- --- 12"
4L SLAB
NOTE 5
PLAN
0
�4 BARS ®12'O.C.E W � ,�'
O
. 3 II ''N
�) ,
/ o W c0 a
chi � TYPE " B "= S
� w WEEP HOLE �'
= om
co ,N o -
. ti.! . d J
_ ��
0
-N Z
B TYPICAL TRAPEZOIDAL CHANNEL
HALF SECTION �
BOTTOM WIDTH
PILOT CHANNEL WIDTH
BW < 12
FIAT BOTTOM
BW > 20'
8'
JOINT SEAL
SEE �" I.d.. �-� f/al R .:�'•aa <
NOTE 1 '�` % ' • � 'd LOOSE FIT 26 GAGE
•, ; d , '.;�,' NAIL•��,'•; STEEL TUE3E OR
•� � •�a HARD PLASTIC
,d ,Q.. %
d:/ 'dd'•'I. �• '
� 'd.`, 'd
�, .
� _ a.'•� : � � , ,, • • •,a �. SEE NOTE 3
DEFORMED -EXPANSION
END �a" REDWOOD INT PLATE
EXPANSION JOINT
NOTES:
1. DOWELS FOR CONCRETE EXPANSION JOINTS SHALL E3E 3/4"DIA. FOR 6"
TO LESS THAN 7' PAVEMENT THICKNESS, 1" DIA. FOR 7' TO LESS THAN
9" PAVEMENT THICKNESS AND 1 1/4". DIA. FOR 9" OR GREATER
PAVEMENT THICKNESS.
_ 2. ALL JOINT SEAL MATERIAL SHALL BE ASPHALT RUBBER IN ACCORDANCE
WITH ASTM DESIGNATION D3405.
-' 3. PRE -MANUFACTURED JOINT PLATE.
���
DOWEL TYPE EXPANSION JOINT DETAIL
' N.T.S
STANDARD\TRAPE50A
\,
RESYM. ABOUT rt ��F c,O���T'
�\`a �,2, � QP
�p (0 5�'OQ
i �• '1 �
��. P� /. /J�l
- �
I TRIM PIPE � I•- 0" "
�4 BARS O 12" FLUSH WITH MIN.
{EACH LAYER) PAVING
''r4 BARS(a i 2" C-C EACH
I WAY, DOUBLE MAT � •
30° � =---
�,�` CEMENT
t NO PIPE JT. ��' SAND
IN THIS REACH
A" SEAL SLAB
I 8"THICK CDNG ELEVATION
RAVING
2 GALV NUTS AND °J" BOLT
I/2'z fi' BOLTS OR EOUIV. AS7M A•36, 6" MIN. IF < 48" 61---
PLACED AT 30° INTERVALS.
TOE OF SLOPE t' MIN. IF ? 48' $-.-
PLAN :�
< ��::.
CEMENT STABILIZED SAND
E� PIPE OUTFACE DETAILS sECTiaN
(FOR OUTFALIS S 42" DIA.) (THROUGH PIPE)
3/4" 3/4.
MATERIAL LAA MATERIAL
TRANSVERSE HALF TRANSVERSE JOINT
JOINT (SLOPE PAVING ONLY)
CONSTRUCTION JOINTS
r y
�I
�I
•,� a
' T
I N
L— �
Vie.
Upstream ono Downsrreom Top of. Slope Paving
Of Channel Lmer '
TOF WALL DETAILS G
n
CONCP,ETE CHANNEL
BOTTOM �`a eARs p Iz"o. c
#a BARs @ 12"nc.
"T
—.�.__— _.•._ a_._.._t_
� 3
_I c sEAL sLAe
SEE NOTE 5
' 1'-0"
�HKH� GRADE BEAM DETAIL
(SEE NOTE 6)
a
°d
CONSTRUCTION NOTES � m
o
GENERAL NOTES
1. STRUCTURALCONCRETE FOR CONC. CHANNEL SECTIONS AND SLOPE PAVING ANb NONSTRUCURAL CONCRETE F.{JR �
SEAL SLAB SHALL BE IN ACCORDANCE WITH HCFCD SPECIFICATION 0.3310-"CONCRETE:"
2. REINFORCING STEEL SHALL DE GRADE40ANQIN ACCORDANCE WITH HCFCDSPECIFIGATION 03310" z
3. STRUCTURAL EXCAVATION AND BACKFILL SHALL BE IN ACCORDANCE WITH HCFCD SPECIFICATION 02316 � a
'STRUCTURAL EXCAVATION AND BACKFILL" a
a
4. RIPRAP SHALL BE IN ACCORDANCE WITH HCFCD SPECIFICATION 02378-' RIPRAP`AND GRANULAR FILL. a �
UNLESS OTHERWISE NOTED
5. ANON -REINFORCED 4"NONSTRUCTURAL CONC. SEAL SLAB WiIL BE REQUIRED BENEATH THE BOTTOM OF a �
ALL CONCRETE CHANNELS FOR'LiNiFORM LUAD DISTRIBUTION ANO TO MINIMIZE POTENTIAL FOR VOIDS AND � m
WEAK SPOTS IN SOIL. N N
E. STRUCTURAL CONC. GRADE BEAMS SHALL BE INSTALLED TRANSVERSLY AT MIN. 20' CENTERS ON CONCRETE o W
UNED CHANNELS WITH BOTTOM WIDTHS > 20' ~
7, CONSTRUCTION JOINTS. z
_ A. TRANSVERSE CONSTRUCTION JOINTS SHALL BE PLACED: Q
(1)IN CONCRETE LOW -FLOW AND TRAPEZOIDAL BOTTOM SECTIONS AT 20' MIN. 60' MAX. SPACING
AND BE CONTINUOUS THROUGH SLOPE PAVING. �'
(2)AT THE END OF EACH DAY'S POUR. a w
B. HALF TRANSVERSE CONSTRUCTION JOINTS SHALL BE PLACED IN 5lOPE PAVING ONLY AT 2p' MAX. ?
SPACING. � �
p a
8. ELEVATION OF THE TOP OF SLOPE PAVING WILL BE FIELD DETERMINED WITH ENGINEER. ELEVATION SHALL
BE APPROXIMATELY 1" TO 6" BELOW LOWEST NATURAL GROUND ELEVATION AT R.O.W. LINE. a
9. CEMENT STABLIZED SAND SHALL BE PROVIDED AND PLACED IN ACCORDANCE � Q
WITH HCFCD SPECIFICATIONS NO. 02321-CEMENT STABLIZED SAND.
IO.TOEWALL SHALL CONTINUE ALONG SLOPE AT UPSTREAM END AND DOWNSTREAM
END OF SLOPE PAVING.
LI 3'_D• HARDWARE
LOTH
0
I
o�
DRAIN 15 ROOFING FELT
GRAVEL iP
PLAN
4" PVC PIPE
W/HARDWARE CLOTH
OVER END .
�j15 ROOFING
FELT ONC. CHANNEL
FILTER FABRIC � i
DRAIN GRAVEL :- I EAL SLAB
. _1_ _1. l
TOP OF SI
HARDWARE ,�.�
CLOTH
4"
4" Ph1i PVC �=�.
GRAVEL
#15 ROOFNG
ELEVATION
�15 ROOFING "PVC PIPE
FELT W/HARDWARE CLOTH
cv DRAJN GRAVEL'
FILTER FABRIC
'-0 2'-0" '-O
SECTION � SECTION
TYPE 'A" WEEP HOLE TYPE "B" WEEP HOLE
1PEEP HOLE NOTES
1. MATERIALS:
°. PIPE: 4" DIA. SCH.40 P.V.C.
b. DRAIN GRAVEL: SIEVE SIZE X FINER
," 100
3/a. 70 - 100
3/6 20 - so
N0. 4 0 - 60
N0. 8 0
c. HARDWARE CLOTH MIN. OPEN MAX. OPEN
1/s" 1/a"
d. FILTER FABRIC
MIN. EOS: SIEVE N0. 120
MAX.. EOS: SIEVE NO. 50
WT. (MIN.) 4 OZ
2. TYPE 'A a TYPE 'E3 WEEPHOLES SHALL BE SPACED 15-0'� C-C.
TYPE 'B` WEEFHOLES SHALL BE LOCATED 2rVERTICAL FEET UP
THE SLOPE PAVING. OR AS DIRECTED IN FIELD BY THE ENGINEER.
3. WEEPHOIES SHALL 8E TRIM FLUSH WITH CONCRETE SLOPE.
J WEEPHOLE DETAILS
THIS DETAIL SHEET HAS BEEN PREPARED FOR USE ON HCFCD PROJECTS OR PROJECTS TO BE MAINTAINED BY HCF�D
WHEN COMPLETED BY OTHERS. THE ENGINEER SHOULD CAREFULLY REVIEW THESE DETAILS TO DETERMINE THEIR AP-
PLICABILf1Y TO A PARTICULAR PROJECT. IF REVISIONS ARE NECESSARY, THEY SHALL BE CLEARLY DELINEATED
AND NOTED IN THE REVISION BLOCK, IN ACCORDANCE W1iH RULE 4 131.138 OF THE TEXAS STATE BOARD OF
REGISTRATION FOR PROFESSIONAL ENGINEERS, AN ENGINEER WHO INCORPORATES THE DETAILS ON THIS SHEET
INTO HIS WORK MUST SEAL THIS SHEET AND BECOME RESPONSIBLE FOR TTS USE IN THE END PRODUCT.
z
� w
�'"� � O
� y z N
Q'+ � 0 0
Q .� rn
x
fi
a
W �
a
xH
U Q
wz
� '''
o a"
DATE: DEC 1897
SHEE ' NUMBER
7 OF 25
`1F 1
3' 2" 1'-7" BARS Zi
IP-4" BARS
BARS Ql 8 QICAIAIAAAAAAAA�' IA BARS N B NI BARS ZI 8 2
N I'-0" BARS H
N�� N
BAR J BAR S BAR HI 8 H
4' - 5 "
BARS M 8V
LJ
aAAA ��5°
3'-C' VARIES �' 0
BAR D BARS ,T 8 W-
REI N F. BAR DETAILS
ESTIMATED QUANTITIES
& REINFORCING STEEL
BAR, No. SIZE SPACE LENGTH WEIGHT
S fool 6 ` 5" B`_ 8"
J 30 4 12 5 — 0)`
D 118 6 5" 1514,,3"
X 5 4 12` 29`-6"
VARI S
T 26 4 12 ` 21'-o�TTD2a%10
At A
W 6 4 15' 29'-6it
`
P 38 4 15 11`- 10"
M 26 4 12it �'"
C 26 6 if' 6, - 6
L 7 4 12` 24`-0"
H 4 4 — 13`- 2"
HI 4 4 . — 13`-2`
VARIES
U 30 4 l2 3 - 6
APRON 8 WINGWALL REINFORCING SIZES AND
QUANTITIES (ESTIMATE ONLY NOT FOR CONSTRUCTION)
ROADWAY - 12"
z
\ SUBGRADE
AAA��a� BACKFILL W/ON-SITE MATERIAL
PER H.C.F.C.D. SPECIFICATION
AAA
r STANDARD SECTION 02316
20OPSI
10' X 8' 10 X 8 CEMENT STAB,
CONC. BOX CONC, BOX BACKFILL
PER HCFCD SPECIFICATION ITEM 02321
2 WIDE FILTER FABRIC AT
!. r_ EACH JOINT ALL AROUND
LIMIT OF
4" CONCRETE SEAL I -6 1'-6li EXCAVATION
SLAB 'NONSTRUCTURALGONC. MIN. MIN.
(SEAL SLAB IS NOT A
DIRECT PAY ITEM ITS
SUBSIDIARY TO 2- 10' X 8'
CONC.BOX CULVERTS)
STRUCTURE
BACKFILL
DETAIL AT NORTH III STREET
FOOTING
�48ARS QI-12" SPACING
i #4 BARS Q-12"SPACING I
r
PRECAST CONC. BOX CULVERT
c ` _
' :o o °..I
o z
0.
�) ° .1 N
n Ir
o W to' m
A p �
..a '.:. O °.o' ''t
�.:o'
.o, �O. C A'�•
e.o :e°. ;r-'o' o off• o:,�. �•.o: :yo.
"-4 BARS V —12° SPACING
# 4 BARS VI— 12" SPACING
NOTE'
BARS ZI AND BARS Z TO BE USED FOR HEADWALL BETWEEN BOX CULVERT.
BARS N ARE TO BE USED FOR HEADWALL ADJACENT TO WINGWALL.
BARS M ARE TO BE USED TO CONNECT BOX TO WINGWALL
CONNECTION OF PRECAST BOX CULVERT
WITH HEADWALL AND APRON
CONCRETE,
SEAL SLAB
BARS T TO LAP BARS
� 7r
BARS D J�
BARS P�// /
/ BARS
PEDESTRIAN RA141NG
NOT A DIKECT PAY REM, BUT SUBSIDIARY
TO 2-10'x8' CONC. BOX CULVERTS.
BARS Q � 1 BARS QI
I IL BARS W
c� 2"I 6" 2"CLEAR
i
i
i 10
I
10'x 8'PRECAST
BOX CULVERT
NOTE BREAK OUT 2'OF
BOX CONCRETE AT END i
OF BOX TO ATTACH BARS I
V,Z,N,Q,B M TO BOX
REINFORCING.
FILTER DRAIN OUTLET 1 CHANNEL SECTION
(SEE DETAIL THIS SHEET
I JOINT(SEE TA
BAR V
N BREAKOUT BARS J
T SE
BAR C BARS L BARS X
4'-2"
6'- 2" IO"
7'- 0"
SECTION B-B
BARS J
D
10'- 0" 2' -
10" 1'-0" Id'
AAAIA BARS Z
BARS ZI
IRS N BARS M ZCLR. �.4 11/2"CLR.
w
11&'CLRBARS Z,
_ BARS D
ARS Hi
BARS H
AAA
--�--6ARS J
BARSZ BARS H�
BARS,H
BARS X Lq
;xBr
MIN BARS U
1 I Ll
SECT/ON A -A LD BARS U TO CONNECT
TO CONC, CHANNEL
BOTTOM
APRON REINFORCING STEEL
2 1 //2" DIA. GALVANIZED PIPE W/2 COATS OF
ALUMINUM PAINT AT WELDS
1'-0"
ON SITE iet
FILL MATERIAL PER HCFCD ' I A.
SPEC. ITEM 0231-4 m I `�
tJ BARS HIBARS W
BARS P
RAIL FULL LFNG'
WALL
.s.a,ca
BARS D o" o
c,
po 8 0 � 4..
tp. 2"CLEAR
2 BARS T
COLD JOINT
3��T05��DIA. GRANULAR
FILL MATERIAL PER. HCFC.D. 6"SLOPE PAVIN
SPEC. ITEM 02378
cc
Kr n
All
y%II
��N SITE
,FILL SERIAL PER HC
(SPEC. REM 02314
3-8 � 2'-0"
I-Oo
4"DRAIN e e
BARS U TUBING =.:°
?) 18"LAP ON CHANNEL pa' 4
SECTION STEEL
BARS So: rFop4 I=4'
o
T— p
e !(
o SEAL SLAB BARS T
7' - 0
SECT/O)V C-C
SLOPE PAVING
ELEVAT/ON
' 4' CORRUGATED PERFORATED POLYETHYLENE I 6'TYP. 1 ( �
TUBING ENCLOSED IN POLYESTER CLOTH Fl/ ( I
� (ASfM F-404). TYPICAL ALL WING WALLS TOO
EXTEND FULL LENGTH OF WALL.
(SUBSIDIARI' TO HEADWALL
BWINGWALL COSTS)
O
6
6
CIA
FLAT BOTTOM
CO
.� G / (a 0
Air
TOP OF -� 9
SLOPE PAVING-
11, BARS H
BARS Z
II BARS Z 1
I
II
I•
BARS DAAAAAAAA
i
I•. 2"CLEAR
I I IIt'
I .
I�
I I
I
11
I i 20
(i BARS U
I I BARSMCI—
J
I '
i
E
AA
BARS C BARS L
6' 2"
SECT/ON D-D 10
EXPANSION JOINT I � 6'-0" � � FLAT BOTTOM
-EXP JT
�
RS X
20' BOTTOM _I
PLAN
NOTE. SEE STANDARD DETAIL HEET 17 OF 25
FOR WEEPHOLE LOCAT )NS AND
EXPANSION JOINT DET4 LS.
®_Description
A
1-®
NORTH
HEADWALL DET) dLS
Job No: 9821
File Name
Scale: NO E
Date: Jan ory,
_ C
Sheet Nc .18 ..of. 25.Sheets
LANDEV ENGIN ]ER.S,.:,!.NIC.
1702 SEAM 3T
HOUSTON, TEXA> 77008
PROJECT No. F101-00-0 -E004
'P' STREET
;.�'' � .,qso DATE::' )ecember, • 1995
. � �' DRA1 qNG NUMBER
hha` ALE SHI ET NUMBER
19 OF 25
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No Text
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CHARLES H..:CARfER SR>
H.C.C.F. _N0 R740806 !•
S FT.
;
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`F101=00-00=02-912.0.
'ROBERT G.rCARTER
V: 6769- P. 457'H.C.D.R.
S : FT ACRES .
PARENTjRACT. 130000,- 0:298'
EXISTING .E'SMT.-: 3,000 0.069
ADDN'L TAKING'- 3,001D 0.0691 ".
REMAINDER ', : 10,OD0"` 0.229..
F1or-oo-oo-o2=sls.o
;LAMES :W: COOPER.`ET UX.
H:C.C.F. N0. E829450
S FT:
ACRES '
PARENT TRACT :
29.640
. 0.680.=
IXISiiNG ESMT.
62840
.' Or157
ADDN'L TAKING <
6,84O',
'0 151
REMANDER
22;800
r 0.523
01-1.
' DARRYL 1 HENDERSON do
JAN Z. HENDERSON
H.C.C.F."NO. R281592
FT. ACRES
PARENT TRACT 173*009 3.972 .
EXISTING ESMT 24,025 0 552
ADDN'L TAKING96,128 2207.
REMAINDER 78,88�, 1.765=
F101-00-00-02-913.0
`:REYMUNDO A:SOUS Ei UX.
H.C.GFs'N0..R021707
Soo FT. ACRES
PAREM TRACT 13,000 .0.298
EXISf1NG`ESMT. ? 3,000 0.069
ADDN'L::TAKING 3,000 : 0,069
REMAINDER 10,o00 0.229
F101-00400-02-918:0
F101-00-00-02-913.0
`:REYMUNDO A:SOUS Ei UX.
H.C.GFs'N0..R021707
Soo FT. ACRES
PAREM TRACT 13,000 .0.298
EXISf1NG`ESMT. ? 3,000 0.069
ADDN'L::TAKING 3,000 : 0,069
REMAINDER 10,o00 0.229
F101-00400-02-918:0
F101-00400-02-918:0
DAMES W.,.000PER ET:UX.
H.C.C.F.: N0. J003010
PARENT:TRACT
6,500 '
s 0.149 -
IXISTiNG`ESML
1,500 ;_
0.034
ADDN' TAKING
1,500
0.034."
.
REMAINDER '
<;%OOO
' OA 15
""F1oi-oo-oo-o2-sos.o
QUINTON"LEE BERRY, ET UX.
V. 8110,: P. 367 HCDR
--
S . FT.
I ACRES 00000
PARENT TRACT
292,909
6.724
EXISTING ESMT.
0
0
ADDN'L TAKING
74,277
1.705
REMAINDER
218,632
5.019
9
� w H� N 86 57 42 E - 229.20 I =3g #00 .00»
CONC: OB=S Ra
ivo w WATER LINE 74.02 , 8 S90 0 50 0 50 1000 Feet
7 0
0o N 03*03'12" W - 149.13 P.C. STA. 55+19.24 £ 9
�� 1=38'00'00" 0�38 30
�? �r ? 13l F101-00-00-02-909.0 L=33�:6� r� 1 2
F,G,—DD—DD-02-908.0
.LEE ROY WELCH, ET UX.
Y 4288, P. 811 HCDR
so. FT. ACRES
PARENT TRACT 226,563 5.201
EXISTING ESMT' 2,538 0.058
moo
ADDN'L TAKING 46,356 1.064
REMAINDER 180,207 4.137
�8.
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R',, *7 0
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EUGENE RRA & � NIO MATTA
` H.C.C.F' NO., D832504 OPRRPHCT::;
S .-Fi.
'ACRES
PARENT. TRACT '
283,620
6.511
EXISTING'ESMT.
0
0
ADDN'L.:.TAKING
33,829
0.777'. "
REMAINDER
'249,791
` 5.734.
,
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CALLED . 3.00. ACRES c rn
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Tunu.c r n....ar,r, , ..,n ...�.-.- � (9 `-' urnr: Ai., f�9A� r^oo . n0000un�•
F101-00-00-02-922.0
LUCIEN PAUL MOREAU'AND WIFE,
CYNiHIA MARIE :MOREAU
H.C.C.F NO. M828802
.
. Fr ,
AC Es
PARENT TRACT.
130,882
3.00 .
EX1511NG�ESML"
0
p
ADDN'L TAKING
16,596
0.391 '
REMAINDER
114,088
2.619:
THQMAS E. COCKRELL AND: F101-0 - -0 -920.
WIFE: BEi•fY J. COCKRELL LEROY P. JONES AND WIFE,
YOD 6 42 PG: 429 H.C.D.R. LOUISA JONES
H.C.C.F. N0. 0856908 OPRRPHCT
. Fi. ACRES S FA ACRES
PARENT TRACT 152,973 3.511 PAREN7.TRACT 130,500 2.996
EXISTING ESMT.' 0 0 EXISTING ESMT. b 0
ADDN'L TAKING 19,327 0.444 ADDN'L TAKING 16,504 0:379
REMAINDER 133,846 3:067 REMAINDER 113,996 2.817
LINE TABLE
LINE
BEARING
)ISTANCE
L20
S
86'5T42"
W
A0.00
L21
N
03'03' 12"
W
i0:00
L22
N
86'5T42"
E.
00.00
L23
S
03'03'12"
E
10.00
L24
S
86'5T42"
W
:00:04
L25
N'
03'03' 12"
W
�0:0�
l26
N
86'5T42"
E
00.04
L27
S
86'5T42"
W
0:00
L28
N
02'58'40"
W
0.00
L29
S
86'5T42"
W
.11
L30
N
86'59'10"
E
.02
•. .. o:: � x c � 5Zts:aa .... , ..., ., ..,-..,•rw �. g r tuu 4z+UV <r N 43+00
v z ° °- 81'16 20 E - �, ;; = N _� � � 44+00 45+00 ~ � -- - r
Z 37 _ _SET ,- a• - - -•-i-- - - -{ .- , „ - - .. T-
� 'PIPELINE SIGN , � . _._-------- ,> , , a d• .::" „ o SET z S 86 57 4 � a
0 6 00 P.O.B. 922.Q & %924:0 - " : .. :, 2 W C STA:45+89.17
.4, 3 ._.. ..'-----"� z S 86,50:44 W - `150T18 L29 " o
' ` FND 1 2 IR BRS S 86 50 44 W P.T. STA. 45 >
BARBED WIRE FENCE -{;00 c� S 86'50.'44 W - 325:93 r �' / D 1 2 IR 150.04 +53.09
3 _ 4 _ .. 4 : HOG WIRE :FENC S 03' 09 E,'':1.45 174.30
SET BRS. S 10' 56' W, 1.03' SET. S 86'57'42" W - 166:00 N (SEE NOTE 6) 4 BARBED
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ExEcuTED 1�rOa=i65 �* VOL. 152, PG. 34� IH.C.M:R,. �� .,,k_
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TEXAS SOCIETY OF PROFESSIONAL .SURVEYORS � !'ANDARDS
AND SPECIFICATIONS FOR A CATEGORY 1A, CONI ITION ,II
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