HomeMy WebLinkAbout11-4505 DRNG IMPV W ADAMS AT N 16TH & BROWNING AT N P STLOCATION MAP
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HARRIS COUNTY KEY MAP: 539P&T; 540X
City of La Port
e,
Planning Department /Engineering Division
CLP Project No. 2011-4505
MAYOR
Louis R. Rigby
COUNCIL
Mike Mosteit
Chuck Engelken
Daryl Leonard
Tommy Moser
Jay Martin
Mike Clausen
John P. Zemanek
Dottie Kaminski
CITY MANAGER
RON BOTTOMS
SHEET I
Sheet Number
1
COVER SHEET
2
DRAINAGE IMPR(
W. ADAMS AT N.
3
DRAINAGE IMPR(
BROWNING AT N
APPROVED BY:
&r�, aov�- DATE:
CITY ENGINEER
1�
I • � �I
/ RODNEY LEE SLATON �
-o'•90298�j
The seal Opearing on
this document was
authorized by
RODNEY LEE SLATON
P.E. 90298, on
"}-a5-1�
20 "11-4503
SHEET 1 OF 3
17,17
16J7
16.94
18.08
BENCHMARK
LEGEND:
O.D. + 2'
)R BACKFI
4.
_ L
OVERHEAD ELECTRIC
1 1/2 SK/TN
HIGH BANK••'• .
CEMENT STABILIZED
FLUSH VALVE SAND BACKFILL
�OMPACTED TO 95% MAX. H
DENSITY Q
WATER VALVE OPTIMUM MOISTURE j
PROP.
CONC.
PAVEMENT
CLEAN OUT RCP OR CMP
STORM SEWER
POWER POLE 12"
PIPELINE MARKER
1'-0
TELEPHONE CABLE
MARKER PAVED AREA
ASSUMED STA. 0+00
Exxon Mobile
RIM-`ELEV= 4
��INL VX2'. GRATE
FL=14,66
24"RCP
Power Pole
W/Transmissions
\_ WATER VALVE
17,78 LJ t `0 17,41 TAP OF VALVE
16.03 17,30 ELE V=14.17
1/2"IR W/CAP sal •
66 17,28 24" RCP
L6 15 41 r� r� 376
FL=14,53 c� CD FL-14,46 17.71
15" 1 , 5 m 24"RCP
L BM B❑X,CUT,EL=17J1
in
Nitrogen ;filled CD N m �
1-800-537-5200 cU Co
� .--rl-
CO in Co m �X
�r\��
EXX❑N-MOBILE -
= Q
2IN.METAL POST P L,J -
d LLJ U
S pary
SAN, MANHOLE ' o -ter
RIM ELEV=18,96 z 0 cn U?r-�
FL = 5,04 _ = o
2IMMETAL POST BC m co � co m
100 .00 Ln
14.72 o CD 17.10
101 17,70 �, in
O�
16,41 High Bank 16,01 @ � ON 0 H 16,63 14.73
14,55
1/2"IR W/CAP @ 16.91 1691
16.80 (Type ,
) 17,29
Llne 16, 15"MCP 14.71 FL=14,55
Tree 16,10 16.28 16,38 16,50
14,60 15"RCP
to
6,06 16,06
@ 17,42
------rr_ 7 Toe of Slope 16,95 4 U o �o 0 17-54 6
-----'---- - y - 17.10 @ 16,68 17,49 G M (U
16.68 Tree Line Flow Line (Type o r;
.1 u
(Type,) C❑ y-FL
17,77 SBC Ile C:) o � 24"?CF
377
17,84 4IN,VERT,PVC tnnm
_, -„
PROP. 50 LF-24" RCP BM RRS,IN,PP,EL=17,84 15,83 � o w 24. RCD
STM. SWR. @ 0.20% FL=15,50- � Cd
FL = 14.53 (W)
15RCP in � 1 RIM ELEV=17,09
INL 1'X2'GRATE
TSARP 060030 = FLOODPLAIN REFERENCE MARK NUMBER 030085
IS A BRASS DISK ON SOUTHWEST CORNER OF BRIDGE ON HWY-146
EAST OF 16TH STREET.
ELEVATION = 18.23 FEET NAVD88, 2001 ADJ.
SITE TBM:
RAILROAD SPIKE IN POWER POLE ON THE WEST SIDE OF 16TH STREET,
AND SOUTH OF THE DRAINAGE DITCH.
ELEVATION = 17.84 FEET NAVD88, 2001 ADJ.
"BOX" CUT ON CONCRETE PAD WITH WATER VALVE, AND ON THE EAST
SIDE OF 16TH STREET.
ELEVATION = 17.71 FEET NAVD88, 2001 ADJ.
15.79
15.79
FL=14.43 (E)
UTILITY NOTES:
co M
1. EXIST. 8" WATERLINE ALONG EAST R.O.W.
2. 10" SAN. SWR. ALONG WEST R.O.W. U I
%n .
FL=15,34
15"RCP_
15.89
15.57
PROP. DITCH GRADE @ 0.20%
NOTES:
L ELEVATIONS SHOWN HEREON ARE BASED UPON
0+00 1+12
TSARP MONUMENT NAVD88 (2001 ADJ.)
2. TOPOGRAPHIC SURVEY PERFORMED ON JULY 11. 2011.
16.28
15.35
16.01
15.30
2+22 2+47
M
.•S,tP�E of rekgl l�
• RODNEY -LEE SLATI V90298
Q-,
-he seal pea �,
this document ias
authorized b,
RODNEY LEE Sb TON
P.E. 90298, o i
ENGINEER - RODNEY SLATON, P.E.
604 W. FAIRMONT
LA PORTE, TEXAS 77571
OFFICE 281-470-5060
r .s E-MAIL afatonrgaportetx.gov
CITY OF LA PORTE
DRAINAGE
IMPROVEMENTS
i 6th STREET @ ADAMS
1"=20' (HOR)
JOB NO.
SHEET
2/3
OF
ZL
ZL
BENCHMARK
LEGEND:
OVERHEAD ELECTRIC
HIGH BANK
FLUSH VALVE
WATER VALVE PROP. 56 LF-24" RCP
CLEAN OUT
POWER POLE STM. SWR. @ 0.20%
GUY WIRE FL = 22.28 (' `/
PIPELINE MARKER FL =22.16 (S)
TELEPHONE CABLE MARKER High Bank (Typ�
24.52
PEDESTAL 2299
22.93-
SIGN 22.95
Ftow Line (TypJ
25.59
TSARP 020195 = FLOODPLAIN REFERENCE MARK NUMBER 020195
IS A BRASS DISK ON BRIDGE OVER BIG ISLAND SLOUGH t16.4 FEET
SOUTH OF CENTER LINE OF N. "P" STREET, t49.9 FEET EAST OF THE
ABUTMENT.
ELEVATION = 25.16 FEET NAVD88, 2001 ADJ. ,
SITE TBM:
RAILROAD SPIKE IN POWER POLE ON THE NORTHWEST CORNER OF THE
INTERSECTION OF N P" STREET AND BROWNING STREET.
ELEVATION = 24.20 FEET NAVD88, 2001 ADJ.
RAILROAD SPIKE IN POWER POLE ON THE SOUTH SIDE OF N. "P. STREET
AT THE ENTRACE TO THE COMMUNITY CENTER.
ELEVATION = 26.23 FEET NAVD88, 2001 ADJ.
NOTES:
1. ELEVATIONS SHOWN HEREON ARE BASED UPON
TSARP MONUMENT NAVD88 (2001 ADJ.)
2. TOPOGRAPHIC SURVEY PERFORMED ON JULY 11, 2011.
24.20
BM RRS IN PP EL=24.20
24'RCP \
WATER VALVE
TOP OF VALVE -\
ELEV=22.75
WATER VALVE
TOP OF VALVE
ELEV=2_2,82 _•
22.'.
m n
�Y
G
a
CU
WW
E
WfU
N
N
N
N
N N
N
a
In
N
z
N
Q
J
I
FL=22,46
24'RCP
Z
n •
W
FL-22,18
m
M
24'RCP
N
'j
FL=22.09 FL-22.07
a i
W
a_ 24'RCP 24'RCP
25.13
U
m
5.07.
25.17 ,25
ui
2513
N lzzl' 24. 24.87
v
m . m
�STDP 0 25.4322.8
J
5.15
8 WATER VALVEr50
25.67
Edge of Asphalt
"
ELEV=23.32
24'RCP
25,91
® � �
® 25.92
0 25.96
®26,01 Asphalt
N. "P" STREET
Edge of Asphalt
25.64
50
25,67
25.71
---- - -
25.62
25.40
)( 52
25,53 25.54
25.50
25.45
25.50
25.19
2
25.42 25.23
Toe of
Stope (TypJ
23.41
Ftow Line
(TypJ
23.1
24.68 25,06
24.98
2&13 23,38
X-2'1-Q
22.77
22.96
_
3.31
23.31 24.65
24.87
24,65
23,22 23.95
22.62- 2Z94 23.34
22.64 23,78 , ❑I
m
24.76 B3--'-"""-- 24.45 24,34 24,81 d.
(U
24.40 24.31
Power Pote
24.94 24.74 W " 24.77
N
0
W/tight N 1/2'I
2s.00 R
,0
575 W
26.23 v m
BM RRS IN PP EL=26,23 W X 25.08 25.14
25.12
PROP. REGRADE 265 LF-ROADSIDE Concrete
DITCH TOWARD B 106-06 SAN, MANHOLE
RIM = 24,96
N, 12"CLAY PIPE FL=17.59
E. 10"CLAY PIPE FL=17.57
W. 12'CLAY PIPE FL=17,54
1'• <..
c a 4
1 1/2 SK/TN
CEMENT STABILIZED
SAND BACKFILL
COMPACTED TO 95% MAX.
DENSITY @
OPTIMUM MOISTURE
12"
0.D. + 2'
Edge of Conc.
22.54 WATER VALVE
TOP OF VALVE
25.70 ELEV=22,58
925.71
V 25.99
25.76
25.55
23.09
x 22.96
23.13
0125.11
® 24.89
24.80
PROP.
CONC.
PAVEMENT
RCP OR CMP
STORM SEWER
UTILITY NOTES:
1. EXIST. 12" SAN. SWR. ALONG SOUTH R.O.W.
2. EXIST. 6" WATERLINE ALONG NORTH R.O.W.
103
0 24.84
CP 1/2 IR W/CAP
OF 7 fagS�,
I
i%
......
................
.......
/ ROONEY LEE
.......90298 ......
+,�1 SS�ONAL ECG+ar
Theseal peaa'rring on
this document w( >
authorized by
RODNEY LEE SLATS N
P.E. 90298, on
-3,a5-1J
OF �
x AO ENGINEER - RODNEY SLATON, P.E.
ti Al 604 W. FAIRMONT
m LA PORTE, TEXAS 77571
OFFICE 281-470-5060
E-MAIL slatonr@loportetx.gov
CITY OF LA PORTE
DRAINAGE
IMPROVEMENTS
BROWNING @ "P" STREET
1"=20' (HOR)
1"=2' (VER)
JOB N0.
3/3
OF