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Z 2. PROTESTING PUBLIC WATER SUPPLY: WATER LINES AND m «,aE
ZU z SANITARY SEWERS SHALL BE INSTALLED NO CLOSER TO EACH a w,o'` a „o° r a PINE e ,•,b"
w4nE Ei. / I {� �x '°HAC BE R ' -
Q N OTHER THAN 9 FEET. WHERE THIS CANNOT BE ACHIEVED, THE i
SANITARY SEWER SHALL BE CONSTRUCTED OF PRESSURE TYPE fS,p°R rp _� s> a e A* (
0 PIPE WITH WATERTIGHT JOINTS EQUIVALENT TO THOSE USED IN (� AEr •s, € Y, v ' • `~o s APPROVED FOR CITY OF SHOREACRES
of CC
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O O w WATER MAIN CONSTRUCTION WITHIN 9 FEET OF THE WATER 'A DEPARTMENT OF PUBLIC WORKS
EC
LL = x LINE (s). IF THERE IS LESS THAN 2'O" PROJSI VERTICAL SEPARATION „G.HwEE pA,Rp,
2 A Ao LAWN BETWEEN SEWER LINE AND WATER LINE, cHonrc"u AcpovE„ Noa"A WATER DESIGN PAVING
Q A a USE PRESSURE TYPE PIPE WITH WATERTIGHT
4 ,
w Q N m JOINTS, CENTER PIPE AT CROSSING. 5 �K tip
C.i 4. D.I ❑ o - i ° ( AY 00 a wo �/ WA QUALITY STORM SE
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D J" aE _ 6 d _ d' �r0 ASSIT DIR., WATER DIV. SANITARY SEWER
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BAYPORTCAM
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40 D- Q m 3. CONTRACTOR TO OBTAIN ALL CONSTRUCTION PERMITS & R
� REo
1' N°� i I 1` (% cmefi�_- ASSISTANT DIRECTOR .DIRECTOR
M } O REQUIRED BY THE "REGULATIONS OF HARRIS COUNTY, TEXAS owE s,Aw o /�" £ 1 �4 iA
n t- FOR FLOOD PLAIN MANAGEMENT" AT HIS EXPENSE PRIOR TO ---- DATE.
00 THE COMMENCEMENT OF ANY WORK. N y,_ z U J a— ~ ..I ro°wu R° OTHER DEPT'S % i
4. HARRIS COUNTY FLOOD CONTROL DISTRICT, INSPECTION -, ......... •_ : ,. � DIVISION, SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ° rw"
CONSTRUCTION 6
( 9-8600).
�•
„aoo „soo �u
5.
ENGINEER SHALL SUBMIT LETTER TO HARRIS COUNTY FLOOD
TRAFFIC & TRANSP. CITY PLANNING
CONTROL DISTRICT REQUESTING INSPECTION AND
c
OTHERS:
ACCEPTANCE OF ITEMS CONSTRUCTED " IN HARRIS COUNTY
FLOOD CONTROL DISTRICT RIGHT-OF-WAY.
LOCATION WI14P
6.
CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING,
REVISIONS
MAINTAINING, AND RESTORING BACKSLOPE DRAINAGE
SCALE: 1 %2 MI. = 1 IN.
1
SYSTEMS.
KEY MAPS INC.,,,HOUSTON, TEXAS
23
7.
ALL DISTURBED AREAS WITHIN THE HARRIS COUNTY FLOOD
THE CITY OF SHOREACRES
PLANS
PREPARED
FOR:
CONTROL DISTRICT RIGHT-OF-WAY, EXCEPT THE CHANNEL
LIFT
PG. 579 & 580
4
BOTTOM, SHALL BE HYDRO -MULCH SEEDED AS PER HARRIS
STATION SHALL HAVE THE
5
COUNTY FLOOD CONTROL SPECIFICATION ENTITLED "HYDRO-
EXISTING 20 HP MOTOR REPLACED`
MULCH SEEDING" OR APPROVED EQUAL.
WITH A 40 HP, 1800 RPM MOTOR.
INCLUDED IN REPLACEMENT ARE:
�,( �` [�
NE7 Po SHELL'
T
TRUSTEE
THE FOLLOWING PIPELINE COMPANIES WILL BE NOTFIED 48 HOURS
6
(\EN I 1
PRIOR TO CONSTRUCTION:
8.
BACKFILL TO BE COMPACTED IN NO GREATER THAN I FOOT
MOTOR SLIDE PLATE COMPATIBLE
TITLE
LIFTS TO THE DENSITY OF THE UNDISTURBED ADJACENT SOIL.
WITH NEW MOTOR, SHEAVES, .
AIR PRODUCTS 479-5901
BELTS, STARTERS, BREAKERS,
WIRING AND
HOUSTON
T
I EXAS
AMOCO 332-2476
u
TITLE SHEET
9.
CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING FLOW
NECESSARY'
ACCESSORIES TO OPERATE PUMPS'
9
ANCHOR TANK (SEE PETROUNITED TERMINAL)
IN CHANNEL DURING CONSTRUCTION AND RESTORING
AT DESIGN PARAMETERS;
BIG THREE INDUSTRIES 868 0333
I211 F®RCEIVIAIN
CHANNEL TO ORIGINAL CONDITION.
CELANESE
10.
ALL EXCAVATED MATERIAL IS TO BE REMOVED FROM THE
900GPM
54.04TDH
474 6278
EXXON 470-4486
GULF
f i.C.F.C.D. RIGHT-OF-WAY. NO FILL IS TO BE PLACED WITHIN A
1275 RPM PUMP SPEED
453-5921
HOUSTON PIPELINE COMPANY 485 4334
CITY ®�" SI'I®RE�CRES
DESIGNATED FLOOD PLAIN AREA WITHOUT FIRST OBTAINING A
FILL PERMIT.
40 HP
MOBIL PIPELINE COMPANY 447-3205 OR 448-3794`
PETROUNITED TERMINAL 474-4433
11.
CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED BY CITY
PHILLIPS PIPELINE COMPANY 331-5271
SEADRIFT (409)245-2601 or (409) 245-2219
DRAWN:N.V. JOB 1\10:3564-0021
OF SHOREACRES, TEXAS PRIOR TO STARTING CONSTRUCTION.
SHELL 479-5232
TEXAS EASTERN TRANSMISSION CO. 759-3131
DESIGNED:G.N. SCALE'. N.T.S.
12.
CITY OF SHOREACRES SHALL BE NOTIFIED AT LEAST 48 HOURS
UNION CARBIDE- _
479 1531
CHECKED: APPROVED: T.E.
G.N.
PRIOR r0 CONSTRUCTION. 471-2244
UNITED TEXAS TRANSMISSION CO. , 479-123.4
72 HOURS PRIOR TO CONSTRUCTION IN THE CHOATE
RIGHT -OF- _
WAY CALL UTIL. COORD. COMM. 223 4567 TO
HAVE CABLES AND UTILITIES LOCATED.
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AN N.G.S. BRASS DISK, STAMPED K1201,
PROTECTED BY A 64NCH IRON PIPE SET FLUSH
WITH THE GROUND 210 FEET WEST Of THE
CENTER LINE0 AT HWY. 0 69
FEET SOUTHWEST OF THE SOUTHWEST CORNER..
OF THE ALC CHRIST LUTHERAN CHURCH AND
BEING 2.25 MILES SOUTH ALONG HWY. 146 FROM
THE INTERSECTION OF E. MAIN - BROADWAY
AND SAN 3ACINTO AVE. AT LA PORTE.
78 DATUM: 9.43 ELEV.
COUNTY ENGIffEER
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ASSISTANT DIRECTOR
DATE:
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DEPT'S
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CITY PLANNING
OTHERS:
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TITLE
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BENCHMARKS / NOTES
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PROTECTED BY A 6-INCH IRON PIPE SET FLUSH
CENTER LINE OF STATE HWY. 146 (BUSINESS), 69
I EEI SOUTHWEST OF THE SOUTHWEST CORNER
OF THE ALC CHRIST LUTHER H LAN CH
BEING 2.25 MILES SOUTH ALONG HWY. 146 FROM
THE INTERSECTION OF E. MAIN - BROADWAY
AND SAN 3ACINTO AVE' AT LA PORTE.
78 DATUM- 9.43 ELEV.
FL D C•NTR•L
COUNTY ENGINEER
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APPROVED FOR CITY OF SH c E
DEPARTMENT OF PUBLIC•S
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ASSIT, DIR., WATER DIV. SANITARY SEWER
21
ASSISTANT DIRECTOR DIRECTOR
DATE:
OTHER DEPT'S
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2
3
4
5
REVISIONS
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SOCKET CLAM" -TIE ROD-\ /-T-HRUST BLOCK
THRUST
BLOCK
3' LONG PIPE
I.-0"
NOTE: ALL THRUST BLOCKS SHALL BE'hODO PSI CONCRETE
I/4 BEND TEE 81 PLUG
(1/16 S 1/8 BENDS SIMILAR)
1 / 16 BEND
PIPE
SIZE
BEARING
AREA
4"
1 SF
6
2 SF
8
3 SF
10
4 SF
12
6 SF
14
8 SF
16
13 SF
2
24 SF
1/8 BEND
PIPE
SIZE
4"
BEARING
AREA
1 SF
6
3 SF
8
5 SF
10
8 SF
12
12 SF
14
16 SF
B
26 SF
24
47 SF
1/4 BEND
PIPE
SIZE
4"
BEARING
AREA
3 SF
6
6 SF
8
10 SF
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16 SF
12
22 SF
14
30 SF
18
49 SF
24
87 SF
TEE a PLUG
PIPE-=
SIZE
BEARING
AREA
4"
2 SF
6"
4 SF
8
7 SF
10
11 SF
12
IS SF
14'
21 SF
6
34 SF
24
62 SF
NOTE: FOR PIPE SMALLER THAN 4" DIA., USE I SF BEARING AREA FOR ALL
BENDS, TEES, 9 PUn
CONCRETE HORIZONTAL THRUST BLOCKS
N.T. S.
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FO12GE MAIN ZNTERGONNI;GTION
DETAI L-
N.215
IZ" 12" CONCRETE
SUPFORT COLUMN
h7ANDAIZO MANNOLe
&"ACOVe NATUIZAL, C190UN I/
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PROvIv0 APGO MODeL,.0 OO
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All? I?5aAS� VALV5 ANO 130X
COLUMN
12" SONOTUBE TO BE
REMOVED AFTER
CONCRETE CURES
12" DISCHARGE
PIPE
CONCRETE SURFACE TO BE
FILLED AND TROWELED
4"=_ BEAM
�..._
SMOOTH
HEIGHT OF BOTTOM OF
DISCHARGE PIPE FROM
EXIST. GROUND.
ELEVATION OF TOP OF CONCRETE
� COLUMN TO BE DETERMINED AFTER
r�
CONSTRUCTION OF FORCEMAIN DISCHARGE
12" DRILLED SHAFT ?•, ZD
HAS BEEN COMPLETED. 1 4" LOWER
THAN
-
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SIDE
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DISCHARGE PIPE.)
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PIPE
CONCRETE, CHANNEL
; b.D �; 07
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•'
SHAFT
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NOTE REINFORCING BARS SHALL BE NEW, DEFORMED ,
INTERMEDIATE GRADE STEEL WITH NO SPLICES A. S. T.M.
ZO'Lt-IZ'0t?6L pIPe
-
- CENTERLINE of
CL - cfr
PGQ APPROVAL OF GL.W.OA.
G.C.NN.D. A. DIM"
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-
SEE EXISTING DISCHARGE
q n•,.•.
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CONCRETE SHALL BE CITY OF HOUSTON CLASS
11 hP001- WI'fm 110'rAP
3g'
PIPES FOR TYPICAL
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Op., off•
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- ;•7 '�
MIXED AND PLACED PER CITY SPEC.
AND 1/2 GOIZPORATION
CONSTRUCTION METHOD
DRILL SHAFT TO
®
CAGK VALVE
AND DISCHARGE
_•pe : •h p:d
FIRM BOTTOM
i.'•n
-
KNIFE GATE: VALVE
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FORGIi MAIN-015GHARGe,
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CONCRETE
COLUMN FOR SUPPORT
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DISCHARGE SUPPORT DETAIL
- -
OF 12" STEEL DISCHARGE
PIPE
Milli
TEXAS REGISTERED
PROFESSIONAL ENGINEER
BENCHMARKS o' NOTES
AN N.G.S. BRASS DISK, STAMPED K12010
PROTECTED BY A 6-INCH IRON PIPE SET FLUS14'
WITH THE GROUND 210 FEET WEST OF THE'
CENTER LINE OF STATE HWY. 146 (BUSINESS), 69.
FEET SOUTHWEST OF THE SOUTHWEST CORNER '
OF THE ALC CHRIST LUTHERAN CHURCH AND
BEING 2.25 MILES SOUTH ALONG HWY. 146 FROM
THE. INTERSECTION OF E. MAIN - BROADWAY
AND SAN 7ACINTO AVE. AT LA PORTS.
78 DATUMs 9.43 ELEV.
GULF COAST WASTE DISPOSAL AUTHORITY
4`
FLOOD CONTROL
'S.•.n',r^w: !-w'...'.'''.`-..:-vJ'S�`
APPROVED • OF RE
DEPARTMENT OF
•
,-
ASSISTANT DIRECTOR
DIRECTOR
DATE:
OTHER
DEPT'S
TRAFFIC & TRANSP.
CITY PLANNING
J5r v
REVISION