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H i ` SANITARY SEWER w - r _
1= REPLACEMENT LOCATIONS a wEEMs G�BAYro" 7 6" Aerial Water Line Crossing
W 5 I cCASE RD. MAYOR (Park St. @ F212-00-00)
NOrtnall Malone 8 12" Aerial Water Line Crossing
\Z U Sens Rd. @ F101-00-00
SHOREACRES _
f � COUNCIL. 9 Sanitary Sewer Detail Sheet
10 Water Main Detail Sheet
DO SHEET NUMBER Gu Sutherland
Jack
y land Maxwrll
Mike Cooper Jerry Clarke
LOCATION MAP Bob Thrower
Bob McLain
Not to Scale Deotis Gay Alton Porter
CITY MANAGER APPRO BY: DATE:
y�PtE OF Fred Thompson, P.E.
RobertHerzera :°_ City Engineer
-RED D. THOMPSON
...............
�. °��73887 .0155,
94-6703
Sheet 1 of 10
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CITY (1)F LA P(1)RTF
MANHOLE OZ74: NORTH 'L' STREET
DRAWN BY. BRIAN DESIGN: p�,p APPROVED: FRED FILE NO.: 94-670
SCALE: NOTED 1 FD DATE: II / 94 TOM G_14 SHEET 2 OF 80
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SEE DETAIL.• SHEET N0. B
EMST. 327 RCP
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NORTH T STREET (80' R/W)
i+50
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......................
-:,, 73887 .,.?
/2-30-
CITY (1)F LA P(1)RTF
DRAWNBY: 6RIAN DESIGN:
SCALE: NO l E® DATE: 11194
�RiH 'L' S'iREEId
APPROVED: FRED FILETOPD: G - Opp. SHE
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NORTH "li ST. (80' R/W)
0+50 BASELINE &
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. SWR.
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(StE OEfNL 'AID SNtE,)
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EXIST. SAN.
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MANHOLE (RIM
= 17.03)
N. 8"
VCP I.E.
= 7.81
S. 8"
VCP I.E.
= 8.39
E. 8"
VCP I.E.
= 7.95
W. 8"
VCP I.E.
= 8.06
REPLACE EXISTING 8" SAN. SWR.
W/ 455 L.F. OF 8' PVC (SDR-26) ® 0.33%
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I N. G. N. G.
18.30 18.83
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NOTES:
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NG: N. G.
18.74 1925
1.) COMPACT BACKFILL IN 8' UFfS TO DENSITY OF ADJACENT NATIVE SOILS.
2.)) CONTRACTOR TO PROVIDE Z SAND LAYER OVER ALL DISTURBED AREAS.
3. CONTRACTOR TO PERFORM FINE GRADING TO RESTORE FIELD DRAINAGE
oanFILE TO EXISTING CONDITIONS.4.) RESEEDING SHALL BE PROVIDED BY OTHERS.
5.) TRENCH SAFETY: PROVIDE REGISTERED TRENCH BOX DATA
REMOVE & REPLACE
EXIST. CHN. LK. FC.
NOTE:
II
(tn
o CONTRACTOR TO REPLACE
R
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m ANY DAMAGED ASPHALT
o PAVEMENT TO MATCH
EXISTING BASE &
Irn
n SURFACE COURSE
�
EXIST. SAN.
EXIST.
SWR.
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Iwr{rvnOLc krcuw = i 7.03
N.
8" VCP I.E.
= 6.39
S.
8" VCP I.E.
= 6.32
E.
8" VCP I.E.
= 6.11
W.
8" VCP I.E.
= 6.09
SCALE: O" = 20' H.
1" = 2' V.
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-------------------------------
NOTES:
1. LOCATIONS SHOWN FOR EXISTING UTILITIES AND PIPELINES 2
oF r ARE APPROXIMATE. CONTRACTOR SHALL CONTACT ALL
4�4�....UTILITY AND PIPELINE COMPANIES. CONTRACTOR SHALL
;;>...............e a VERIFY THE LOCATIONS OF ALL UNDERGROUND 3
- FREDD.THOMFSOid e UTILITIES AND PIPELINES PRIOR TO WORKING IN THE AREA.
973887 e:
o�. F a�°��`" HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
�11
1 DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE 4
TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND
`Z ' 30 — qs° UTI LITI ES.
CONTRACTOR SHALL RESTORE ROADSIDE DITCH TO ORIGINAL
CONDITION.
1 1' i 1 1' A'W1111 rl 11 lill 3 R, Ill Kill '&111 to
/ 1
CONTRACTOR WILL NOTIFY MINGO GUTIEREZ WITH EXXON
FIELD OFFICE AT (713) 470-4486 48 HOURS PRIOR
TO CONSTRUCTION.
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PARK ST. (80' R—O—W)
EDGE OF ROAD
.................................................
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
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-------- I---------------- --�--- ,
---,-----T--F-----I--r-------�-I ---------�-� 7-----7-7-----7- I�-----�--�-----T--T-----I-
STA. -0+05
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TIE TO EXIST.
;• WATER LINE
STA. 0+05
x 45° BE^:D
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R•P' 6 CARBON WELA
PLAN VIEW
SCALE: V = 3'
'EEL PIPE (SCH 40)
STA.0+54 I''''..�J STA.0+64
6' x 450 BEND i '' ' I 6' x 450 BEND
- _ R-O-W
GARY A. GRODA FILM CODE # III-77-0433 JAS A. WINDHAM VOL. 6 PAGE 109 HeC•DeRe
. . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . .
BRIDGE BENT
SECTION "A" — "A"
N.T.S.
(TYPICAL 8 PLACES, ONE PER BENT)
6' WATER LINE
m
PROFILE VIEW
SCALE: I' = 3' V. & H.
13'
6'
5/8'DIA. HOLE
FRONT VIEW
N.T.S.
1/2"U' BOLT (STAINLESS OR H.D.G.
W/ SAME HEXNUTS & WASHERS
3/4' STEEL PLATE (H.D.G.)
PROP. ANCHOR BOLT (1/2'DIA. x 100L.)
MIN. 6' EMBEDMENT HEX HEAD
NUTS w/WASHERS, (HILTI-KWIK
OR EQUAL.)
3/4' STEEL PLATE (H.D.G.)
SIDE VIEW
N.T.S.
1.) HARRIS COUNTY FLOOD CONTROL DISTRICT, WATERSHED MANAGEMENT DEPARTMENT,
SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO CONSTRUCTION (713-684-4050).
A COPY OF THE APPROVED CONSTRUCTION DRAWINGS IS REQUIRED AT THIS TIME.
2.) ENGINEER SHALL SUBMIT LETTER AND RECORD DRAWINGS TO HARRIS COUNTY FLOOD
CONTROL DISTRICT, WATERSHED MANAGEMENT DEPARTMENT, REQUESTING INSPECTION
AND ACCEPTANCE OF ITEMS CONSTRUCTED IN HARRIS COUNTY FLOOD CONTROL
DISTRICT RIGHT-OF-WAY. PRIOR TO REQUESTING INSPECTION, THE DRAINAGE
RIGHT-OF-WAY AND/OR EASEMENTS SHALL BE STAKED AND FLAGGED.
3.) CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING, MAINTAINING AND RESTORING
BACKSLOPE DRAINAGE SYSTEMS.
4.) ALL DISTURBED AREAS WITHIN THE HARRIS COUNTY FLOOD CONTROL DISTRICT
RIGHT-OF-WAY, EXCEPT THE CHANNEL BOTTOM, SHALL BE SEEDED AS
PER HARRIS COUNTY FLOOD CONTROL SPECIFICATION ENTITLED
"TURF ESTABLISHMENT" SECTION 02931.
5.) BACKFILL TO BE COMPACTED IN NO GREATER THAN 1 FOOT LIFTS TO THE DENSITY
OF THE UNDISTURBED ADJACENT SOIL.
6.) CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING FLOW IN CHANNEL DURING
CONSTRUCTION AND RESTORING CHANNEL TO ORIGINAL CONDITION.
7.) ALL EXCAVATED MATERIAL IS TO BE REMOVED FROM THE HCFCD RIGHT-OF-WAY.
NO FILL IS TO BE PLACED WITHIN A DESIGNATED FLOOD PLAIN AREA WITHOUT FIRST
OBTi M" G A F. TT• •""n 'LT.
P� UT M TY Ilk
1.) SOUTHWESTERN BELL TELEPHONE CO. 527-1973
THE LOCATION OF SOUTHWESTERN BELL TELEPHONE CO. LINES SHOULD BE CONSIDERED
APPROXIMATE. CONTRACTOR SHALL DETERMINE LOCATION OF LINES IN THE FIELD PRIOR
TO COMMENCING WORK. CONTRACTOR ACCEPTS RESPONSIBILITY FOR ANY AND ALL DAMAGES
OCCURING DUE TO FAILURE TO LOCATE AND PROTECT THESE UTILITIES.
2.) ENTEX
CAUTION: UNDERGROUND GAS FACILITIES.
LOCATION OF ENTEX MAIN LINES (TO INCLUDE UNIT GAS TRANSMISSION, AND/OR
INDUSTRIAL GAS SUPPLY CORPORATION WHERE APPLICABLE) ARE SHOWN IN AN APPROXIMATE
LOCATION ONLY. SERVICE LINES ARE USUALLY NOT SHOWN. THE CONTRACTOR SHALL.
CONTACT THE UTILITY COORDINATIING COMMITTEE AT 223-4567 OR 1-800-245-4545 A
MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION TO HAVE MAIN AND SERVICE LINES FIELD
LOCATED,. THE CONTRACTOR SunIT TIETERIN-M THE EXACT LOC nON BEFORE COMMRNCING
WORK AND AGREE TO BE FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY HIS FAILURE
TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND FACILITIES.
3.) HOUSTON LIGHTING & POWER CO.
TEXAS LAW ARTICLE 1436C, PROHIBITS ALL ACTIVITIES IN WHICH PERSONS OR EQUIPMENT
MAY COME WITHIN SIX FEET OF ENERGIZED OVERHEAD POWER LINES, AND FEDERAL
REGULATIONS, TITLE 29, PART 1910.180(I) AND PART 1926.550(A)(15) REQUIRE A MINIMUM
CLEARANCE OF TEN FEET FROM THESE FACILITIES. THE ABOVE LAWS CARRY BOTH CRIMINAL
AND CIVIL LIABILITIES, WITH CONTRACTORS AND OWNERS BEING LEGALLY RESPONSIBLE FOR
THE SAFETY OF WORKERS UNDER THE LAWS. IF YOU OR YOUR COMPANY MUST WORK NEAR
OVERHEAD POWER LINES, CALL (713) 228-7400 FOR THE LINE TO BE DE -ENERGIZED
AND/OR MOVED AT YOUR EXPENSE.
4.) CITY OF LA PORTE 471-9650
THE LOCATION OF CITY OF LA PORTE UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY.
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING WORK. HE
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE
OCCASIONED RV HIS FAT.IUR—P TO FVACTTV T rI ATE. ANTI PRFRV.RVH. THP..SF. IMP..RrROTTND
UTILITIES.
o aeeooeeeea°ee••e••••
THO.•eeo•eao.".....•�
'It 73887 .4
NOTE:
PIPE FOR STREAM CROSSING TO BE SCH 40 SEAMLESS STEEL,
INTERIOR LINING TO BE A.W.W.A. C - 205 CEMMENT MORTAR,
EXTERIOR COATING TO BE A.W.W.A. C - 210 LIQUID EPDXY, COLOR
SELECTION BY OWNER.
BRENCHMARK
CHISELED 'X' ON SOUTHWEST COR. OF BRIDGES
ELEV. = 14.42 1978 ADJUSTMENT
TOP VIEW
N.T.S.
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EDGE OF — —
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SCALE: I" = 3'
NARY A. GRUUA —IL
lvI CUUE V III-/ /-U433
R-O-W
JAS A. WINDHAM VOL. 6 PAGE 109 H.C.D.R.
C:
. . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . .
EL.14.42'---------------------- -----------------
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. . . . . . . . . . . . . . (. .. . . I .I .. .— —. II . .. �se
L F— — — --•— — - I
. . . . ... L-J. . . ... . . . . . . �— . . . .L_-J. . . ... . LJ`J. . . . . . . . .I_'__'_J: . . . . . . . L. -J. . . . ... . .L:-J
A. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
It—— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
yL i'--EXIST. 2 I/2' GAS LINE . t '`.'�I
. . . . . . . \ . . . . . . I . ... . . . . . . . . . . . . . . i..e. .`e .. I... .;v.'e :.,..1 .. (I ..
. . . . . . . . . . �\.... 1�..........:.................. I 'j...................................... ...I ...........................I.I .........
�i I .:I ...................................... a .:a ........................... i _...... ............... .
. . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . .
......... .......................... I I /
�� ........... .:.I ...................:..�/.. .
.�......................
PROPOSED 6" WATER L EXISTING b WATER LINE — — — — — —
..� �t-..� _— -. _ —.. ---------
. . . .--------------------\ �._ �._ I _I —----------- s �— -- - - —I—------. /�-. .. 1 . . . . . . . . . .
. ... ...
---- t I �J
— I..t......................................j..�......../.......
....
........................................... 3 ...��.�.. l .:G...................................... _ ���................................................ .
...................... — ...............................
~� NAT. GRD
. . . . . . . . . . ... . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .ULTIMATE SECTION. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . .
0 10 20 30 40 50 60
SECTION "A" - "A"
N.T.S.
(TYPICAL 8 PLACES, ONE PER BENT)
6' WATER LINE
PROFILE VIEW
SCALE: V = 3' V. 8 H.
�— 13'
I __T 5/8'DIA. HOLE (TYP.)
2-11/16'
E 0
5/8' x 1' SLOT (TYP.) _� t_ 1.
TOP VIEW
N.T.S.
I-1/2'
FRONT VIEW
N.T.S.
1/2' 'U' BOLT (STAINLESS OR H.D.G.)
W/ SAME HEXNUTS 8 WASHERS
3/4' STEEL PLATE (H.D.G.)
PROP. ANCHOR BOLT (I/2'DIA. x 101.)
MIN. 6' EMBEDMENT HEX HEAD
NUTS W/WASHERS, (HILTI-KWIK
OR EQUAL.)
Lilm Luu -
rt-
9'
3/4' STEEL PLATE (H.D.G.)
SIDE VIEW
N.T.S.
VICINITY MAP
N.T.S.
C®NSTR CTI O V NOTESo
1.) HARRIS COUNTY FLOOD CONTROL DISTRICT, WATERSHED MANAGEMENT DEPARTMENT,
SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO CONSTRUCTION (713-684-4050).
A COPY OF THE APPROVED CONSTRUCTION DRAWINGS IS REQUIRED AT THIS TIME.
2.) ENGINEER SHALL SUBMIT LETTER AND RECORD DRAWINGS TO HARRIS COUNTY FLOOD
CONTROL DISTRICT, WATERSHED MANAGEMENT DEPARTMENT, REQUESTING INSPECTION
AND ACCEPTANCE OF ITEMS CONSTRUCTED IN HARRIS COUNTY FLOOD CONTROL
DISTRICT RIGHT-OF-WAY. PRIOR TO REQUESTING INSPECTION, THE DRAINAGE
RIGHT-OF-WAY AND/OR EASEMENTS SHALL BE STAKED AND FLAGGED.
3.1 CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING, MAINTAINING AND RESTORING
BACKSLOPE DRAINAGE SYSTEMS.
4.) ALL DISTURBED AREAS WITHIN THE HARRIS COUNTY FLOOD CONTROL DISTRICT
RIGHT-OF-WAY, EXCEPT THE CHANNEL BOTTOM, SHALL BE SEEDED AS
PER HARRIS COUNTY FLOOD CONTROL SPECIFICATION ENTITLED
"TURF ESTABLISHMENT" SECTION 02931.
5.) BACKFTLL TO BE COMPACTED IN NO GREATER THAN 1 FOOT LIFTS TO THE DENSITY
OF THE UNDISTURBED ADJACENT SOIL.
6.) CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING FLOW IN CHANNEL DURING
CONSTRUCTION AND RESTORING CHANNEL TO ORIGINAL CONDITION.
7.) ALL EXCAVATED MATERIAL IS TO BE REMOVED FROM THE HCFCD RIGHT-OF-WAY.
NO FILL IS TO BE PLACED WITHIN A DESIGNATED FLOOD PLAIN AREA WITHOUT FIRST
OBTAINING A FILL PERMIT.
1.) SOUTHWESTERN BELL TELEPHONE CO. 527-1973
THE LOCATION OF SOUTHWESTERN BELL TELEPHONE CO. LINES SHOULD BE CONSIDERED
APPROXIMATE. CONTRACTOR SHALL DETERMINE LOCATION OF LINES IN THE FIELD PRIOR
TO COMMENCING WORK. CONTRACTOR ACCEPTS RESPONSIBILITY FOR ANY AND ALL DAMAGES
OCCURING DUE TO FAILURE TO LOCATE AND PROTECT THESE UTILITIES.
2.) ENTEX
CAUTION: UNDERGROUND GAS FACILITIES.
LOCATION OF ENTEX MAIN LINES (TO INCLUDE UNIT GAS TRANSMISSION, AND/OR
INDUSTRIAL GAS SUPPLY CORPORATION WHERE APPLICABLE) ARE SHOWN IN AN APPROXIMATE
LOCATION ONLY. SERVICE LINES ARE USUALLY NOT SHOWN. THE CONTRACTOR SHALL
CONTACT THE UTILITY COORDINATHNG COMMITTEE AT 223-4567 OR 1-800-245-4545 A
MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION TO HAVE MAIN AND SERVICE LINES FIELD
LOCATED. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING
WORK AND AGREE TO BE FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY HIS FAILURE
TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND FACILITIES.
3.) HOUSTON LIGHTING & POWER CO.
TEXAS LAW ARTICLE 1436C, PROHIBITS ALL ACTIVITIES IN WHICH PERSONS OR EQUIPMENT
MAY COME WITHIN SIX FEET OF ENERGIZED OVERHEAD POWER LINES, AND FEDERAL
REGULATIONS, TITLE 29, PART 1910.180(I) AND PART 1926.550(A)(15) REQUIRE A MINIMUM
CLEARANCE OF TEN FEET FROM THESE FACILITIES. THE ABOVE LAWS CARRY BOTH CRIMINAL
AND CIVIL LIABILITIES, WITH CONTRACTORS AND OWNERS BEING LEGALLY RESPONSIBLE FOR
THE SAFETY OF WORKERS UNDER THE LAWS. IF YOU OR YOUR COMPANY MUST WORK NEAR
OVERHEAD POWER LINES, CALL (713) 228-7400 FOR THE LINE TO BE DE -ENERGIZED
AND/OR MOVED AT YOUR EXPENSE.
4.) CITY OF LA PORTE 471-9650
THE LOCATION OF CITY OF LA PORTE UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY.
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING WORK. HE
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE
OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND
UTILITIES.
INTERPM HO OBJE001i
FM AL YOTHEBS
e Igro stria KLS
Oats
TffEeAW E818MATUREVAN'
FRED D. THO'
•ewe....
73887
BRENCHMARK
CHISELED 'X' ON SOUTHWEST COR. OF BRIDGES
ELEV. = 14.42 1978 ADJUSTMENT
CITY (1)LA
4 a IV LV, d
& — qLt
DRAWN BY: BIKE
DESIGN: HOZA
APPROVED: FRED FILE NO.: 9d'--70g
SCALE: 1" m 3' DATE: 10 / 93
TOPO: L - i I SHEET !p OF 8
WotE Gca�Yc�Es Wr✓lz� Tic , To -1�tls �JEvF �F-tCl_- Werova2
KGFGP o--d Fizetv % `?1� 5 IV�L�VaQt1lL Sim "�Q-'fo taS Cl-NI'-w1bG 1 �� QPA�Ed�
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0
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0
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12 13
T
- - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - SENS RD. (60 R-O-W) -T —I — — — — — — — — — — — — — — — — — — — — — I — — — — — — — — — — — - — — — — — —
PROP. PIPE SUPPORT I
(SEE DETAILS/THIS SHEET) 1 1 11 II
wim- A 10, (Typ.) I
— — — — — — — — — — — --- - — — — — — — --- — — — -
II I
- - - - - - - - - - - - - - - - - I-_ 4 - --- - - - - - - - - - - - - - - - - - 4 - - - - - - - - - - - - - - - - - - PROP. 12* WATER LINE
ZZ
R/W — — — — — — T — — — — — — — — — — — - / - — — — — — — — — — — L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —RlW
FUTURE 50' BOTTOM
EXIST. IO'S.W.B.T. ESMT. (VOL. 8264. PG. 540, H.C.D.R.)
3
Al — — — — — —
I----------- -------- — — — — — — — — — — — — — — — — — — — — — — — — — 4 - — — — — — — — — — — — — — — — — — — — — — — — — --- EXIST. 20' WATER LINE ESMT.
+ - — — — — — — — — — / — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -----
— — — — — — — — — — — — — — — — — — — — — I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
EXIST 12" WATER LINE
Iffloupffah7OLINF&M-
EXIST. BRIDGE
44-
.4
4
4'
A < .
SECTION "A -All
N.T.S.
AL GROUND
ULTIMATE DEPTH - OF CHANNEL
- - - - - - - - - - - - - - - - - - - - -
— — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — —
— — —
EXIST. 12' WATER LINE
PROP. 12" WATER LINE
EXIST. BRIDGE
7
4•
da
4
_A <
4
.<'.a
aQ 464
. . .
SECTION 1113-1311
N.T.S.
El
PROFILE VIEW
SCALE: I'= IO'H IN V
w
z
12
9 1/2* STEEL PLATE (H.D.G.) &,
�r
6 3.
6-
L
10.5'
30.
in #.l_,,-,oT(Ty_p-)_
4- -- S' 1.5' 5/6' HOLE
0
0 G---J
is
10.5*
1/2' STEEL GUSSET
PIPE SUPPORT (TOP VIEW)
N.T.S.
PIPE SUPPORT (SIDE VIEW)
N.T.S.
mk
PFOJFCT
LOCATION
MORGAN'S POINT
DEER PARK
AO(PO\T
wd
fAOWWf PN y
GALVESTON
BAY
SHOREA�
PROP. ANCHOR BOLT (112" DIA. x 10" L.)
MIN. 6" EMBEDMENT HEX HEAD NUTS
wl WASHERS (F 'ILTI-KWIK OR EQUAL).
-EXIST. BRIDGE
t-A�j geeC(gmatdm uJRM Ma_& 4t> �fmS o-� 9C-F`t>
i
VICINITY MAP
N.T.S.
1.) HARRIS COUNTY FLOOD CONTROL DISTRICT, WATERSHED MANAGEMENT DEPARTMENT,
SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO CONSTRUCTION (713-664-4050).
A COPY OF THE APPROVED CONSTRUCTION DRAWINGS IS REQUIRED AT THIS TIME.
2.) ENGINEER SHALL SUBMIT LETTER AND RECORD DRAWINGS TO HARRIS COUNTY FLOOD
CONTROL DISTRICT, WATERSHED MANAGEMENT DEPARTMENT, REQUESTING INSPECTION
AND ACCEPTANCE OF ITEMS CONSTRUCTED IN HARRIS COUNTY FLOOD CONTROL
DISTRICT RIGHT-OF-WAY. PRIOR TO REQUESTING INSPECTION, THE DRAINAGE
RIGHT-OF-WAY AND/OR EASEMENTS SHALL BE STAKED AND FLAGGED.
3.) CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING, MAINTAINING AND RESTORING
BACKSLOPE DRAINAGE SYSTEMS.
4.) ALL DISTURBED AREAS WITHIN THE HARRIS COUNTY FLOOD CONTROL DISTRICT
RIGHT-OF-WAY, EXCEPT THE CHANNEL BOTTOM, SHALL BE SEEDED As
PER HARRIS COUNTY FLOOD CONTROL SPECIFICATION ENTITLED
"TURF ESTABLISHMENT" SECTION 02931.
5.) BACKFIll TO BE COMPACTED IN NO GREATER THAN I FOOT LIFTS TO THE DENSITY
OF THE UNDISTURBED ADJACENT SOM.
6.) CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING FLOW IN CHANNEL DURING
CONSTRUCTION AND RESTORING CHANNEL TO ORIGINAL CONDITION.
7.) ALL EXCAVATED MATERIAL IS TO BE REMOVED FROM THE H.C.F.C.D. RIGHT-OF-WAY.
NO FILL IS TO BE PLACED WITHIN A DESIGNATED FLOODPLAIN AREA WITHOUT FIRST
OBTAINING A FILL PERMIT.
1.) SOUTHWESTERN BELL TELEPHONE CO. 527-1973
THE LOCATION OF SOUTHWESTERN BELL TELEPHONE CO. LINES SHOULD BE CONSIDERED
APPROXIMATE. CONTRACTOR SHALL DETERMINE LOCATION OF LINES IN THE FIELD PRIOR
TO COMMENCING WORK. CONTRACTOR ACCEPTS RESPONSIBILITY FOR ANY AND ALL DAMAGES
OCCURING DUE TO FAILURE TO LOCATE AND PROTECT THESE UTILITIES.
2.) ENTEX
CAUTION: UNDERGROUND GAS FACILITIES.
LOCATION OF ENTEX MAIN LINES (TO INCLUDE UNIT GAS TRANSMISSION, AND/OR
INDUSTRIAL GAS SUPPLY CORPORATION WHERE APPLICABLE) ARE SHOWN IN AN APPROXIMATE
LOCATION ONLY. SERVICE LINES ARE USUALLY NOT SHOWN. THE CONTRACTOR SHALL
CONTACT THE UTILITY COORDINATIING COMMITTEE AT 223-4567 OR 1-800-245-4545 A
MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION TO HAVE MAIN AND SERVICE LINES FIELD
LOCATED. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING
WORK AND AGREE TO BE FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY HIS FAILURE
TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND FACILITIES.
3.) HOUSTON LIGHTING & POWER CO.
TEXAS LAW ARTICLE 1436C, PROHIBITS ALL ACTIVITIES IN WHICH PERSONS OR EQUIPMENT
MAY COME WITHIN SIX FEET OF ENERGIZED OVERHEAD POWER LINES, AND FEDERAL
REGULATIONS, TITLE 29, PART 1910.180(1) AND PART 1926.550(A)(15) REQUIRE A MINIMUM
CLEARANCE OF TEN FEET FROM THESE FACILITIES. THE ABOVE LAWS CARRY BOTH CRIMINAL
AND CIVIL LIABILITIES, WITH CONTRACTORS AND OWNERS BEING LEGALLY RESPONSIBLE FOR
THE SAFETY OF WORKERS UNDER THE LAWS. IF YOU OR YOUR COMPANY MUST WORK NEAR
OVERHEAD POWER LINES, CALL (713) 228-7400 FOR THE LINE TO BE DE -ENERGIZED
AND/OR MOVED AT YOUR EXPENSE.
4.) CITY OF LA PORTE 471-9650
THE LOCATION OF CITY OF LA PORTE UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY.
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING WORK. HE
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE
OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND
ntLlEmou UTILITIES. THE CITY OF LA PORTE SHALL OPERATE ALL VALVES DURING CONSTRUCTION.
IUVYWO-S-E Rw ALSY070M
Sol
woo
lrmSAWas,omnw;'ALl'
BENCH MARK
NGS MONUMENT NO. D 1205:
DISK SET IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A
4-CHANNEL CONCRETE CULVERT ON THE SOUTH SIDE OF HIGHWAY 225 AND APPROX.
1.5 MILES WEST OF HIGHWAY 146.
ELEVATION = 22.99 (1978 ADJ.)
I DRAWN BY: BRIAN I DESIGN- HOZA
FSCALE: I" = 10' DATE: 10 / 93
APPROVED-.
FRED
FILE NO.:
94
Tom H
- 14
SHEET
7 OF
H
U
O
W
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Q
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zI
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m
H
io
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- - - I - - - - - - - - - - - —i—i- - SENS RD. - -I- I-- - -
i I 1 I
STA. 0+84 PROP. 6" C-900 PVC WATER LINE STA. 1+80 STA. 1+84 PROP. PIPE SUPPORT
REMOVE EXIST. 12" x 6" REDUCER 12" x 45° BEND 12" x 45° BEND (SEE DETAILS/THIS SHEET) i ( PROP. 12° CARBON WELD STEEL PIPE (SCH. 40)
& TIE-IN TO EXIST. 6" PVC WATER LINE 1 1 7
71 ��� Q � ilo' OYPJ�
---
- AV
3 - - -
STA.2+96 STA.3+01 STA. 3+10 —�
u
I x 450 BEND i .12" x 450 BEND 12 & 1
on
--------------.X —>I—----j------- m— — — — — — — — — — — X--
REDUCER w/ ACCESSORIES
M/J TRANSITION GASKET
Q y
EXIST. DITCH EAST
i
EXIST. 3611 c.m—l_/Z /
\ R/w //
EXIST. 6' PVC WATER LINE
FUTURE 50' BOTTOM I EXIST. 10, S.W..T. ESMT. NOL. 8264, PG. B4"C.D.R.)
\\ / STA/ 1+70 r i 3 i
REDUC`ER W/ ACCESSORIES /
" 1.�RANSIT4W GASKET — 1— — — — — /— — — -4-
TO— — — — — — — — — — — — —i — — — — — — — — ExIST�2o wATER�
WATERLINE IN THIS AREA BE�`
LOCATED IN THE FIELD AT THE \ \-------L---- / --- ----- --)--------------------------------------- /
\------ ---------------------------t------ --- -- ---
TIME OF CONSTRUCTION BY THE----- /---- ------ — I -----------------
CITY OF LAPORTE
—
// I / EXIST 12• WATER LINE i
z H.C.F.C.D. UNIT FI01-00-00
/ / I (PROP. IBO' R.O-WA
SECTION "A -A"
N.T.S.
d
EXIST. BRIDGE
d
d c d .
d d
a a
. as •' 64
SECTION "B-B"
N.T.S.
PROP. 12" WATER LINE
PROP. 12" WATER LINE
qz
a
I/2' STEEL PLATE (H.D.G.) iv
i
5/8' HOLE CM.)
6' 6' 3• 4' S' 1.5'
---- i 1 —iIs
6' OI1
L------1I o �5
10.51 9' 10.5'
30'
5/8• X 1-i/4' SLOT (TYP.) i/2' STEEL GUSSET
PIPE SUPPORT (TOP VIEW)
N.T.S.
PIPE SUPPORT (SIDE VIEW)
N.T.S.
ITi;6klA-Il]l%Y
STA. 3+36
REMOVE EXIST. 12" x 6" REDUCER
& TIE-IN TO EXIST. 6" PVC WATER LINE
EXIST. 6' PVC WATER LINE
PD!)P An r-OM P11(• WATFD I WE
11\VI, V V 1VV 1 1V ,111V1♦
PROP. ANCHOR BOLT (1/2" DIA. x 10" L.)
MIN. 6" EMBEDMENT HEX HEAD NUTS
W/ WASHERS (HILTI-KWIK OR EQUAL).
FAI
. EXIST. BRIDGE
a
'd .
e eee RED Dee e o o TeeeFIeOMe eePe Ssei)ee.e
.. .
eeeaee ee....e...e..
'0" 73887 OS
CO�JSTRUCT �N MOTES:
1.) HARRIS COUNTY FLOOD CONTROL DISTRICT, WATERSHED MANAGEMENT DEPARTMENT,
SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO CONSTRUCTION (713-684-4050).
A COPY OF THE APPROVED CONSTRUCTION DRAWINGS IS REQUIRED AT THIS TIME.
2.) ENGINEER SHALL SUBMIT LETTER AND RECORD DRAWINGS TO HARRIS COUNTY FLOOD
CONTROL DISTRICT, WATERSHED MANAGEMENT DEPARTMENT, REQUESTING INSPECTION
AND ACCEPTANCE OF ITEMS CONSTRUCTED IN HARRIS COUNTY FLOOD CONTROL
DISTRICT RIGHT-OF-WAY. PRIOR TO REQUESTING INSPECTION, THE DRAINAGE
RIGHT-OF-WAY AND/OR EASEMENTS SHALL BE STAKED AND FLAGGED.
3.) CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING, MAINTAINING AND RESTORING
BACKSLOPE DRAINAGE SYSTEMS.
4.) ALL DISTURBED AREAS WITHIN THE HARRIS COUNTY FLOOD CONTROL DISTRICT
RIGHT-OF-WAY, EXCEPT THE CHANNEL BOTTOM, SHALL BE SEEDED AS
PER HARRIS COUNTY FLOOD CONTROL SPECIFICATION ENTITLED
"TURF ESTABLISHMENT" SECTION 02931.
5.) BACKFILL TO BE COMPACTED IN NO GREATER THAN 1 FOOT LIFTS TO THE DENSITY
OF THE UNDISTURBED ADJACENT SOIL.
6.) CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING FLOW IN CHANNEL DURING
CONSTRUCTION AND RESTORING CHANNEL TO ORIGINAL CONDITION.
7.) ALL EXCAVATED MATERIAL IS TO BE REMOVED FROM THE H.C.F.C.D. RIGHT-OF-WAY.
NO FILL IS TO BE PLACED WITHIN A DESIGNATED FLOODPL41N AREA WITHOUT FIRST
OBTAINING A FILL PERMIT.
I� �'i1TE UT TY `ll10TES
1.) SOUTHWESTERN BELL TELEPHONE CO. 527-1973
THE LOCATION OF SOUTHWESTERN BELL TELEPHONE CO. LINES SHOULD BE CONSIDERED
APPROXIMATE. CONTRACTOR SHALL DETERMINE LOCATION OF LINES IN THE FIELD PRIOR
TO COMMENCING WORK. CONTRACTOR ACCEPTS RESPONSIBILITY FOR ANY AND ALL DAMAGES
OCCURING DUE TO FAILURE TO LOCATE AND PROTECT THESE UTILITIES.
2.) ENTEX
CAUTION: UNDERGROUND GAS FACILITIES.
LOCATION OF ENTEX MAIN LINES (TO INCLUDE UNIT GAS TRANSMISSION, AND/OR
INDUSTRIAL GAS SUPPLY CORPORATION WHERE APPLICABLE) ARE SHOWN IN AN APPROXIMATE
LOCATION ONLY. SERVICE LINES ARE USUALLY NOT SHOWN. THE CONTRACTOR SHAH,
CONTACT THE UTILITY COORDINATIING COMMITTEE AT 223-4567 OR 1-800-245-4545 A
MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION TO HAVE MAIN AND SERVICE LINES FIELD
LOCATED. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING
WORK AND AGREE TO BE FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY HIS FAILURE
TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND FACILITIES.
3.) HOUSTON LIGHTING & POWER CO.
TEXAS LAW ARTICLE 1436C, PROHIBITS ALL ACTIVITIES IN WHICH PERSONS OR EQUIPMENT
MAY COME WITHIN SIX FEET OF ENERGIZED OVERHEAD POWER LINES, AND FEDERAL --
REGULATIONS, TITLE 29, PART 1910.180(I) AND PART 1926.550(A)(15) REQUIRE A MINIMUM
CLEARANCE OF TEN FEET FROM THESE FACILITIES. THE ABOVE LAWS CARRY BOTH CRIMINAL
AND CIVIL LIABILITIES, WITH CONTRACTORS AND OWNERS BEING LEGALLY RESPONSIBLE FOR
THE SAFETY OF WORKERS UNDER THE LAWS. IF YOU OR YOUR COMPANY MUST WORK NEAR
OVERHEAD POWER LINES, CALL (713) 228-7400 FOR THE LINE TO BE DE -ENERGIZED
AND/OR MOVED AT YOUR EXPENSE.
4.) CITY OF LA PORTE 471-9650
THE LOCATION OF CITY OF LA PORTE UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY.
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING WORK. HE
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE
OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND
UTILITIES. THE CITY OF LA PORTE SHALL OPERATE ALL VALVES DURING CONSTRUCTION.
NOTE:
PIPE FOR STREAM CROSSING TO BE SCH. 40 SEAMLESS STEEL.
INTERIOR LINING TO BE A.W.W.A. C-205 CEMENT MORTAR.
EXTERIOR COATING TO BE A.W.W.A. C-210 LIQUID EPDXY,
COLOR SELECTION BY OWNER.
RTAe ,:id
NGS MONUMENT NO. D 1205:
DISK SET IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A
4-CHANNEL CONCRETE CULVERT ON THE SOUTH SIDE OF HIGHWAY 225 AND APPROX.
1.6 MILES WEST OF HIGHWAY 146.
ELEVATION = 22.99 (1978 ADJ.)
12" AERIAL WATER LINE CROSSING
SENS RD. @ F101-00-00
DRAwNBY: BRIAN DESIGN: HOZA APPROVED: PRED FILE NO.: 94-6703
SCALE: NOTED JDATE: 12 / 94 TOPO: H - 14 SHEET 8 OF 10