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12" WATERLINE EXTENSION ON SPENCER HIGHWAY
UNDERWOOD ROAD TO SOMERTON
CLP No. 89-6105
PROJECT No. 2453-90 DATE- JULY, 1991
0
MAYOR
COUNCIL
MIKE COOPER
JERRY CLARKE
DEOT I S G AY
ROBERT
BOB
ALTON PORTER
JACK
GUY SUTHERLANI
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VICINITY MAP
H. SMITH
ENGINEERSRS AND AND SURVEYORS, INC.
P.O. BOX 529 423 N HWY 146
-- LA PORTE, TEXAS
77572 - 0529
DESCRIPTION SHEET
PLAN & PROFILE - SOMERTON TO STA .483+00
PLAN
&
PROFILE -
STA.483
+00
TO STA.
493 +00
2
PLAN
&
PROFILE -
STA. 493
+00
TO STA.
503 +00
3
PLAN
&
PROFILE -
STA.503
+00
TO STA.
513+00
4
PLAN
&
PROFILE -
STA.513
+00
TO STA.
523+00
5
PLAN
&
PROFILE -
STA. 523
+00
TO UNDERWOOD
RD.
6
PLAN
&
PROFILE -
STA.500+50
TO STA.501+50
7
STANDARD
WATER
MAIN DETAILS
8
TRENCH
SAFETY
SYSTEM
9
APPROVED:
CHARLES HARRINGTON—
D!RECTOR OF PLANNING
FRED THOMPSON P.E
CITY ENGINEER
STEVE GILLETT
DIRECTOR OF PUBLIC WORKS
HARRIS COUNTY
FLOOD CONTROL
89 - to/D.S
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Q FUTURE HIGHWAY
O, 475+00 IMPROVEMENTS SPENCER HIGHWAY 480+00 �I Ir-
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Abandoned S W B T Co 12MCD �I
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-� S „ „ Abandoned 8° W.L, 24° R.0 P ~- Z
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U ROW W.V 8 W.L. 3°H.P.Entex Gas Line J)S W.V. 2- N. F T
Q :dspnnly J PROP. 12 WATERLINES/
I City of LaPorte 8 W.L. Tele M H Q
NOTE: o, To B,"bandoned / STA.481+49 PP
I. CONTRACTOR TO OBTAIN ALL PERMITS REQUIRED �% % Elect. Conduit " I - 12 x6 Tee
�1 STA�479+80 �
BY HARRIS COUNTY TEXAS PRIOR TO STARTING �, v n 1- 6 G.V. & B.
r SOMERTON DR. -12 Tee E(
CONSTRUCTION OF UTILITY WITH -IN COUNTY ROAD " S E I- FH.
STA.479+17.00 w w 2-12 x8 Reduce NOT
RIGHT-OF-WAY. F yy a�
w t- 4 0 1-12 G.V. B. 50,
2. CONTRACTOR SHALL NOTIFY UTILITY COORDINATING w ( 3 1-8 G.V.GVa B. Es
PRIOR TO COMMENCING z 0% 'Cr' j_ 2-Conn. To 8" mr
COMMITTEE AT 223- AREA
CONSTRUCTION IN AREA WITH EXISTING FACILITIES
o zo m 60 L.F. - 18"
3. CONTRACTOR SHALL NOTIFY AND COORDINATE CONSTRUCTION Z Steel Casing
WITH INDIVIDUAL OWNER OR BUSINESSES IN REGARDS TO V o
ACCESS TO THEIR PROPERTIES F_
4. CONTRACTOR SHALL NOTIFY CITY OF LA PORTE ENGINEERING W /
DEPARTMENT AT 471 -5020 AT LEAST 48 HOURS PRIOR TO
COMMENCING WORK. 0
5. CONTRACTOR WILL NOTIFY CITY OF LA PORTE PUBLIC WORKS
DEPARTMENT TO HAVE VALVE ON EXISTING LINES OPENED & j
CLOSED.
6. STATION NUMBERS REFER TO STATIONS FOR FUTURE SPENCER NOTE: City of La Porte to indicate to
HIGHWAY IMPROVEMENTS. Contractor the 8" water line to
7. ALL FITTINGS TO BE MECHANICAL JOINT. be abandoned. Water service
to Pecan Plantation M.H. Park
shall not be interrupted.
•
NOTE
48 HOURS PRIOR TO BEGINNING CONST-
RUCTION WORK IN THE VICINITY OF
STA. 482+02.67 CONTRACTOR SHALL
CONTACT TEXAS EASTERN TRANSMIS-
SION PIPELINE CO. BY TELEPHONE NO.
I-810-245-4545 AND INFORM THEM
OF THE DATE THAT CONSTRUCTION
WILL BEGIN IN THE VICINITY OF THEIR
PIPELINE
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Job No.
2453 -90
FEE=Osgn.
HCS
Drawn GM
-
Checked
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Approved
—
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Date JULY
,.1991
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NOTES:
HOUSTON LIGHTING a POWER CO. REQUIREMENTS
L CONTACTS:
A. MR. DOUG WHITE 713-623-7109
7 DAYS PRIOR TO ENTRY
B. MR. GENE. POWELL 713-479-0262
48 HOURS PRIOR TO CONSTRUCTION
C. UTILITY COORDINATING COMMITTEE
1-800-245-4545
48 HOURS PRIOR TO CONSTRUCTION'
2. ABIDE BY ALL FEDERAL, STATE AND LOCAL RULES AND
GOVERNING WORK NEAR ELECTRICAL POWER LINES.
V.T.C.S. 1436C
3. COMPLY WITH ALL REQUIREMENTS OF HOUSTON LIGHTING
AND POWER COMPANY SPECIFICATIONS FOR CONSTRUCTION
ON H. L. & R PROPERTY. ( COPY TO BE FURNISHED
CONTRACTOR WITH EASEMENT).
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Pipe Gate DEER PARK CITY LIMITS
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P. ® P.P I_ . p _
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24 1'M
24 IR.CIPT 2 P.V. 2 "RC.P. LA PORTE CITY LIMITS
Q 485+00 SPENCER HIGHWAY FUTURE HIGHWA O Q
490+00 IMPROVEMENTSCr 1
O AbandonedL. 2'x PiIL^r City of LaPorte 8"W.L ! BORE &IJACK BOREF& JACK 6'ChainLinh Fence Conc./Asphalt Dr. i peS9nandrailD7 O
�^Asphal Dr. ToBe Abandoned PROP I2` WATERLINE W
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Water authority
F. 18' I
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H.L. a P. 150' R.O.W
2S.W
BT.Co. 12MCD
11 C.P. 24" R C. P.
24___-_
S.W.B.T_Co. 12 MCD
36` 24" R.C. P. .. .
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6 C.L. Fence
Concrete
Parkin
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Elect. Conduits r
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BORE & JACK
Sign in brick planter
ter Authorit
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STEEL
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BORE &
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STEEL CASI G I 1- PECAN PLA TATION1-6"G.V. B. Asphalt Pc'rl;i-,g + of
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OFFIC wQ
ST 487+ I. 0 F-_1 PECAN PLANTAl"ION MOBILE HOME PARK
1- 11- 11 Tee S-TA-4`�8- w a
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1-1 G.V. &Box ( I-12�� x6 Tee Z Z o
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I C to Existi g I - U W o`
Coastal Water Authority 230' R.O.W. a
W. L. Box
SEE NOTE fV.-I�
NOTE:
48 HOURS PRIOR TO BEGINNING CONSTRUCTION WORK
BETWEEN STA.483+00 TO 488+00, CONTRACTOR SHALL
CONTACT THE FOLLOWING PIPELINE COMPANYS BY TELE-
PHONE AND INFORM THEM OF THE DATE THAT CONSTRUCTION
WILL BEGIN IN THE VICINITY OF THEIR PIPELINE
PIPELINE COMPANY
PHONE NUMBER
PHILLIPS PIPELINE CO.
713-331 -5271
MARATHON PIPELINE CO.
713 -629 -6600
AMOCO PIPELINE CO.
713 -996 -1231
AMOCO GAS CO.
409-942-4911
HOUSTON LIGHTING a POWER
713- 623 -3109
PHILLIPS PIPELINE CO.
713 - 331 - 5271
DOW PIPELINE
CO.
713 - 471 - 9440
SHELL
PIPELINE
CORP.
1 713 - 247-0646
COASTAL WATER AUTHORITY
1 713-658-9020
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Dsgn. HCS
Drawn GM
Checked
Approved
Date JULY, 1991 '
_
Scale : H 1 "= 50'
: V I"= 5�
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PROP. 12"WATERLINE BORE 8 JACK BORE a JACK
Tee
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-90
Dsgn. HCS
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Checked
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Date DULY, 1991
Scale :H 1"--50'
:V I„ 5,
5054-00
510+00
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Job No.
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2453 - 90
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Dsgn. HCS
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Drawn
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Checked
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Approved
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Date JULY, 1991
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Scale: H 50'
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111 5
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Sheet
5
513+00
515+00
520 00
of 9
� 9� P49 .
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12" G.V. a B.
EXISTING
12"-1/4 BEND
12" W. L.
1 12" G.V. a B.
2- 12"- 1/8 BENDS
55 L.F. 18" BORE a CASE
PROPOSED
IV
130
125
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15
1/4 BEND
12"W.L.
ROTATE FITTING
TO MEET NEW ELEV.
12" TEE
12"x B" RED.
2-8"-1/8 BENDS
8 " G. V. a B.
B" W. L.
SKETCH OF WATER LINE
AT UNDERWOOD ROAD
N.T. S.
100' R O.W.
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SPENCER HI HWAY �`_� ,c ti ' ' ° O
AUTO SUPPLY o c Cone. Valley_...` Conc. Valley Conc. Voile v = = O N
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Xox��,
���� Asphalt Volley / L Q (0 Q
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�"'- .-1 C Q ' Q / / �'✓tia' i Q
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�• °or�QAPPLE TREE SHOPPING CENTER
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_Pipe Ventsji, Traffictignall lBox.
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Guard Rali i t+� PP iIn—J Bill N
ROW ( �'' /�/ ! F - 18" R C P g _ 0
0 Gas fyleter / 11. o/-'e� Board
t 24"R.C.P. --�� I ii o�- 5tSign Postole on DEER PARK CITY LIMITS �, V oS� 24"RCS I
el.Co.Ped: - 30" 0 Cor._ B sP
R.0 W
Ih Y P. L S n 5! - PP 30 R. 0 1C.ly P.P_----- 30 R.C�P---L'-i 0° R.C._P. _) I � 1'/2-PP f �- FH M � UNDERWOOD RD.
Tel.Co. Ped.'
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N- -,- - ----' ,c -- -�— ---- c ---- c =--- L�{--- --u� mil Traffic
lf% +
R P 7--- [ S-- _-- s r STA. 02.65
24 C 24 R.0 P. c 24 RCP 2 Conc Base; 11
/ 4 H.P.Entex Gas--
- - LA ORTE CITY LIMITS 24"RCP ~ f Q
Q /; . � FUTURE HIGHWAY —� --- 530 QQ----- -- _ --- T 0 1
" _ oo IMPROVEMENTS SPENCER (HIGHWAY I + Traffic SignalS.W3ToCo. 2-4 PVrCffic`I Signal I i- CC .
4-12 -1/8 Bends / STA. 524+81 _ PROP.12 WATERLINE x2 Grate. f N _
LL1 W/Tee Rods / AIR RELIEF VALVE I'x2'Grate Traffic Signal Poles _ Z
Z O - /> g 2_I--R(C.P /24"R C.P.
C_P._._ _-S.W BT Coill---- " IS" R.C.P.- Tele Pz�es 0i- _I
MCD
Pipe Vent / / c 24 R C iP� 24 C P 24"R. s c __----__�_z5 2 18 R --- - - _ W V _ -
U 9-tvTC -- T-Q.5 Si n - r 9' Post ear -- - sr
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/ �-
�— R.O.W /, / ' 125 5-Conc.Sla ��_�'nt ±_ os
Q � // , ' S ' Pole 8" Post j� \,pr
s l0' Utilit Easement 2 - Tel e. M.H. 2 2 Grate I x2 ate f
-"/ Tub
Ptlee�y w Elect. f 6"x I2r st (ROW Q
65 t 18 BORE / x_ ,9 I I -� ! I
a CAS-._._..—
" ;QSi nal ox 1.5 �5 Gro (Asp it
j /% / / a As�hcl Parmg)� 6 S 'n Post \ 10 S e (CoElecte Paiking) �� L— Troffic� \ (Grav I 24 Post tori; II(Cone:Drive)
/ vcrnea��_ 2- I x2 Grote Conduit '1 Parkin - Bill Board i Traffic
6
5b L.t•. IS BORE ,,
;t„ I �— - STA. 12 k6"Tee O & CASE NOTE
G J E,clt P r lrrai_-_ ,� 1
/ 0 SPENWI PLACE CHILDREN --� —�_ yANGEL'S' t� 48 HOURS PRIOR TO BEGINNING CONSTRUCTION WORK
MEDICAL INIC I-FW. CORNER
STA. 2" G.V. & B. SCHOOL VAC NT SELF SERVIC x �z,t BETWEEN STA. 524+50 TO 525 +00 ,CONTRACTOR
_- G V. Bc-B _ - 2 B
/ STA. 523+90 o �I. \ 2 12 � V ands SHALL CONTACT THE FOLLOWING PIPELINE COMPANYS
'2 BY TELEPHONE AND INFORM THEM OF THE DATE THAT
I-12"X6°Tee' VIDEO HUT STRIP CENTE w CONSTRUCTION WILL BEGIN IN THE VICINITY OF THEIR
---- 1-6°PLV.&B� r --- �? S12i,569+�� � aI PIPELINE.
I-FH. MEXICAN RESTAURANT I „ Q
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v- .� (� v_ —� ` _ AND CANTINA----- — I --- I-FH.GV.&B. .-- - v_. d -
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PIPELINE COMPANY
PHONE NUMBER
EXXON PIPELINE CO.
713 -470 -4486
EXXON GAS SYSTEM INC.
713 = 775 - 6944
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12"Waterline
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ved Preservative
DETAIL A
500+50
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—1/2°x22" 1
Galvanized Bait
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12Oio.Pile
TIMBER BENT DETAIL
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3/8"x2"Galv.Steel
Top Elev. Dia. Strap -Anchor to Pier
3/8'k2"Gal v.Steel 22.00— W/2-1/2'< 6"
Strap -Anchor to Pier I I Anchor Bolts
1 1 1 ( See Detail B-B )
— SPENCER HIGHWAY
FUTURE BRIDGE AND
EXISTING BRIDGE
4' SIDEWALK
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Concrete for — _ I HIGHWAY IMPROVEMENTS
Piers Shall be I
Class A" as I
Specified Unde
"Concrete"
/•� 5 No.4 Re Bars EXIST. 42" C.M.P. c
fillik: E p EXIST. 36" C.M.P qual S aced Anchor Bolts `,�•
ll� cal
No.2Noop 8"O.C. ,
Bottom Elev. PROP. SAFETY PROP. AIR RELIEF
Varies -See SCREEN (SEE „ VALVE (SEE SHEET
DETAIL B-B Plans DETAIL C PROP. 12 WATERLINEI�Z No.B FOR DETAIL in
IB" 2 REQUIRED)
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CONCRETE PIER DETAIL
N.T.S.
NOTE:
PIPE FOR STREAM CROSSING TO BE SEAMLESS
STEEL, GRADE A. 5/16" WALL THICKNESS, IN
ACCORDANCE WITH A.W.W.A.' C-202. INTERIOR
I IIUING 'M 09 A w w n n_ena nrurnl,- ....l,..
'i1I-i PROP. TIMBER BENT
SEE DETAIL A
2 REQUIRED
PROPOSED 10' WATER LINE EASEMENT
LIMITS OF o STREAM CROSSING
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HARR/S
COUNT F
SWI1-� RANAGEOD CO/VTR
(81 2 R'I �� AY UenIT DISTRICTCAI
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PROP.I8"CONC. DRILLED
PIER SEE DETAIL B
2-REQUIRED
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SOUTH EDGE OF ROAD = m o
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Welded to Galv.Steel --
Clamp
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38-1/2"Re-Bars
1.9" O.C. Welded to pep• 1pgyo®a;. -. "_....,:..-
I"Galv.Steel Pipe .��� ®®®
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3 8" 51�
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/ X Golv. Steel Clamp /
w/4 - 1/2'k2i Bolts
DETAIL C
14
SOUTH R.O.W. LINE SAFETY SCREEN
N.T.S.
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10' UTILITY EASEMENT °C
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HARRIS COUNTY FLOOD CONTROL DISTRICT STAND'
} ;1 Harris County Flood Cotierol.District, Watershed Management Departmgat'4�-
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"shall be notified aC"leAst-48 hours prior to construction (713-684 4050 .
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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` y
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and acceptance of items constructed in Harris County Flood Control
District Right -of -Way. Prior to requesting inspection, the drainage
right-of�way andlor easements shall be staked and flagged. '
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Contractor shall be responsible for protecting, maintaining and restoring
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backslope drainage system.,
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4.
All disturbed areas withiriithe Harris County Flood Control District
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right-of-way, except the channel bottom, shall be hydro -mulch seeded as
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per Harris County Flood Control District specification entiled "Hydro-
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mulch Seeding".
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Backfill to be compacted ;in no greater than i foot lifts to the density
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of the undisturbed adjacent soil.
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Contractor shall be responsible for excavating channel flowline to design
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elevation as shown on plans and downstream as necessary to insure no
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water in storm sewer during "dry" conditions.
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Contractor shall be responsible for maintaining flow in channel during
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construction and restoring6 channel to original condition.
8.
.All excavated material is to be removed from HCFCD right-of-way. 140
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fill is to be placed within a designated flood plain area without first
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obtaining a fill permit.
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Contractor with the assistance of the Engineer if necessary, shall be
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responsible for obtaining all applicable City, County, State, and Federal '`
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Permits.
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