HomeMy WebLinkAbout87-5002 CONSTRUCTION PLANS FOR TREATED EFFLUENT IRRIGATION SUPPLY SYSIM
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LA PORTE
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CITY OR LA
WASTEIVATE
TREATNIEW
PLANT 1
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WIINMIM� WME E I
9
ST
ry
PROJECT LOCATION
N.T.S.
CONSTRUCTION PLANS
FOR
TREATED EFFLUENT
IRRIGATION SUPPLA
SYSTEM
PREPARED FOR THE
CITY OF LAPORTE
—!1 1111
ILKA 1�
CLP PROJECT NO.: 87-5002
MORGANS
POINT
P-0 4a
PROPOSED 8"FORCE MAIN FOR
TREATED EFFLUENT
IRRIGATION SUPPLY
CITY OF LA PORTE
MUNICIPAL GOLF
COURSE
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LA P
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VICINITY MAP
ILT.S.
If
COUNCIL MEMBERS
Mayor: Norman Malone
Betty Waters B. Don Skelton
John Lloyd Jerry Clarke
Ed Matuszak Alton Porter
DeotTs Gay Mike Shipp
City Manager: Robert T Herrera
................
&IL -A.M. 8-
... ......
ESPEY, HUSTON & ASSOCIATES, INC.�--
ENGINEERING & ENVIRONMEN'77AL CONSULTANTS
HOUSTON.TEXAS
SHEET NO.
1
2
4
5
I
INDEX TO DRAWINGS
DESCRIPTION
COVERSHEET
SANITARY EFFLUENT FORCE MAIN
PLAN AND PROFILE
MECHANICAL Ek STRUCTURAL
PLAN,SECTIONS a DETAILS
ELECTRICAL PLAN a DETAILS
MISCELLANEOUS DETAILS
Approved for the City of La Porte-*
Robert T Herrera, City Manager
MAY 1987
Sheet I of 5
87 50OZ
97-174
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00 U W In 4N
8% 221/20 BEND
PROP FILL TO COVER PIPE STA. 7+70, 30. U LT
1.5'ABOVE NATURAL GROUND- :9 a.
W 8 It x 45* BEN
a"
a. 2 - &'x 900 BENDS 0- D
a: a.
546
STA. 1+75,30.0'LT. ir I
R n: POND
3O.Di
STA,
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It
50' 0
"-VALVE W/BASIN
id � � cwr`%
25'R / STA. i r 90, 3O.0 I.T.
BREAK/FILL ELEV.
EQUAL NAT GND.
17__� PR.1 I �F
SLOPE TO NAT GND. �10 RCE TMAIN�
Ml? ALL AROUND) 3
3rd STREET 4 TB.M. OKO- BASELINE 8
(8d ROW)
2- SN 900 BENDP
35'
'0 _S!TLA. �1+75,6�0.0�
GRADE TO DRAIN--N
,,A_FND, LP
EXIST. 6'CHAIN-LINK FENCE
?5'R--
T-94eAEI�E B"k 450 BEND
EXIST 6" RETURN I §� a. I
SLUDGE LINE UUNIHOL PANEL STA.5+910,5.d��
S1
F_ tj T 7 X2�� \
# I #I I I It r
LA PORTE WASTEWATER TREATMENT PLANT SITE STA. 6155, 5.e'
DELETED 8") 6' L 6' 0
CL2 CONTACT BASIN D E E TV 10
BEND BEND
PROP FILL:.
r
t OF RIGHT OF,* WAY WEST PROPERTY LINE
-4- EAST PROPERTY LINE
37MI�L
— CL R
CLR.
10 Cr
>
6" RETURN
SLUDGE
PROP 8" PVC.- SDR 26, CLA
5 8 4' R.Clp I
CAST IRON O.D. (C.I.O.D:
5
PIPE BEDDING, SHT.
CONTR
NO'BEN
0
Ad
-5
+
13 W
11 1 LL4
+ 4
AD _10 4 z
-10 t 11)
0+00 1 2 3 4 5+00 6 7
Z
4CONTRACTOR IS RESPONSIBLE FOR
PROPERTY LINE
(13
X X !4 VERIFING a LOCATING ALL PIPELINE
W 0 g W< CROSSINGS PRIOR TO ANY EXCAVATION.
IF- W
-P =
le = �c 0
W 4 -
0�0 C, 0 0
0
0 -OD W SIR 0 N LO to to =10 =M ro LA POT?7--F- ji L
0 1 -
61 0 Llrr
_0
17
15+0P -,-BAS 18 20+00
BASELINE
W 4-
TO CONTROL REMOTE PANEL ___ /
_j Cn �C KAAI Kr PANEL CONTRACTOR 13 TO COORDINATE,
K 22h_0 BEND
A 7+ 5,5.0'LT
8 !'x 22
1/20 BENDLT
STA. 11+7 5.0'
8 nx �2 8!'x 221/20 BEND
-I- STA 12+15,15.d RT
EAST PROPERTY LINE
8 11 h 22!120 BEND
STA. I I+ H. 70, 30.0'LT. LITTLE CEDAR BAYOU
10'
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�r_.F ftpf� 8" BALL a PROR Al
'KET/d VALVE W/ BASIN
OINT D, 1, PI IE/j 01
AIN �6 STA 13i-05,30.d RT
00
�20 BEND N, =(D
STA.12+60, 3O.d RT.
WEST'PROPERTY LINE:
OF RIGHT 6F WAY
PROP 8" PVC. - SDR 26, FLANGE'w M'*/
-CLASS 16O.C.I.O.D.
PIPE BEDDING, SHT 5
OL CABLE
)s
EST DITCH
.160'LF PROP 8
8 9 WE�69§9 S�EEL PIPE I I
WELDED STEEL
NOTE: FOR FULL LENGTH OF BAbt - SOCKE. _... PIPE
ELECTRICAL C�,BLE SHALL BE ENCLOSED IN, A.BS.
TUBING (MIN. 1 0) STRAPPED TO SIDE OF 8' FORCE
MAIN IN A MANNER ACCEPTABLE TO THE ENGINEER.
I 9115A,
W8LDE6 STEEL P��
w/ FLANGE TO Md
13
SCALE
I"= 5d HORIZ.
I"= 5� VERT.
0
.5
14
TEMPORARY BENCHMARK;
X" CUT IN THE SOUTH END OF AN 84" RCP LOCATED ALONG THE
CENTERLINE OF 3rd STREET, SOUTH OF W STREET.
1978 N.G.S. ADJUSTMENT. ELEV.: 9.64
PROFILE LEGEND:
r-rxur-. 0 171 [N::�
11
8 11 X2?-v INSTALLATION OF DISCHARGE
STA. 17+90, IN POND "D". 8"PVC PI E
NORTH OR EAST PROPERTY LINE
SOUTH OR WEST PROPERTY LINE
t@! 20, PROP STILLING WELL
01
NORTH OR EAST DITCH OR CURB
STA. 17+35, 38.O'RT
SOUTH OR WEST DITCH OR CURB
PROP 4!X4' CONC. PAD S RISER
CENTERLINE OF RIGHT-OF-WAY
WATER SURFACE ELEVATION
ex 450 BEND
STA.18+35.0,100'RT
STA. 17+ 70, 30. 0 RT
SCALE -PIPE a ELECT. CABLE INSTALLATION
/BrX90, BEND SECTION
I"= 50' HORIZ.
STA. 18+35, IOU RT I"= 5! VERT. N. T. S.
WESTPROPE PkOP STILLI�G WELL
RTY LINE� HCFCD NOTES
i I E DE
',T- OF RIGHT OF.WAY TAIL $HT 5�
10
0
—10
+
t 1. Harris CountyFlood Control District,:Inspectim Division, shall be notified at
least 48 hours prior to construction (713-684-4040).
EA�T PROPItRTY Lit
E i L.10.0
- ------
---- --
--2,-- Engineer sholi- submit letter to Harris County Flood Control District,
requesting inspection and occdptance of items constructed in Harris:County,
2
-POND'
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
PROP 8"�PVC. SDR'26, dLASS'160
PIPE BEDDING, SIT 5
BOTTOM/PONd EL.
5'
backsl6pe droi6age systems.
4--
I i - e; -4— -
.0 TV01
�
_t_ - -4-
+
I -
4. All disturbed drabs within the Harris County Flood Control District rfght-of-�
CA13LE
wo excent t1I channel bottom sholl be hydro -mulch seeded (31 per Harris
T
t f County Flood, Control specification entitled "Hydro -Mulch Seeding" or�
+
4'x4' CONC.
+ PRCIP 8" RV.C.- ETPR 26 + PF PAD approved equaL
CAST IN PLACE,
PRIYATE QTfLITY LINFS
SHOWN
)I
(�Xft_
Houston Lighting Power -Co.
Date:,4--
1�2
Entex, Inc
Date:
Southwestern Bell Telephone
Inc. ,
A0proval only valid for crossing
ductlines unless
otherwise noted.
VALID FOR (1) ONE YEAR ONLY
T
+ 4 SEE� DETAIL SKT. 5 5. Backfill to be ;,compacted in no greater than I foot lifts to the density'of the: 0
t 4 4 1 CONTRACTOR SHALL CALL 223�4567
undistkirbed acljacent soil. NOTE: 48 HOUR'S PRIOR TO CONSTRUCTION
+ 6. Contractor shall be :responsible for',- maintiining flow in channel, during' FOR CONFIRMATION. OF UTILITIES.
t construction and restoring channel to original cpnditiorr.
t + 7. All excavated, material is to be removed from the HC17CD right-of-way. No,
t fill is to be placed within a designated flood plain aI without first obtaining' -5
+
a fill permit. t
+
8. Engineer shall �be responsible tor obtaining oll:applicable City; Count�., State,,
and
+
T_ 4-
Federal permits.
RECORD 'DRAWING
T
t
t
JANUARY 29,1:988
-10
k _A
15+00 16 17 18 19 20+00
DEMNED BY: NED IL a ClrY OF LAPORTE
SHEET NO.
ESPEY HUSTON & ASSOCI Alp"'ES INC, MUNICIPAL GOLF COURSE
DRAWN BY: NED
Y
CHECKED BY' D. D. C. 0 .............. 67gh70ffh?g a ElWirOlMeRfOl CaUldfaVS
ED BY WB. U. , Cl * S 928 SANITARY EFFLUENT FORCE MAIN OF 5 SHEETS
HOUSTON TEXAS PLAN AND PROFILE
DATE AMY, 1987 FLE NO. 10078
NO. REVISION By DATE 6-v-g,7 STA. 0+00 TO STA. 20+00
r% --� � � 37-
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CL2 CONTACT'BASIN 12
NO. 3
�_ 4" DISCHARGE
PREFABRICATED
PUMP RACK
3/4"GALV. BOLTS FOR DISCHARGE
AND BASE PLATE CONNECTION
BOLT PATTERN PRECUT PER
PUMP MANUFACTURER SPECS.
25� 0"
CHLORINE CONTACT BASIN NO. 2
ZPVC. CONDUIT
FOR PUMP B FLOAT
CABLES OVER WALL
=C
FLOAT SWITCH _�C�J
HANGER I
PROVIDE SUPPORT
-01 ON WALL
PUMP CABLES
SECTION A -A
SCALE: 3/8 1 = 1, d,
1 1.
2�0" 3 - 6
mm
12'- 6 11
2 0 1 4'
12" 1 ORIGINAL CHLORINE CONTACT BASIN
Uj
ocr NO. I
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a
N,,,.11ELDED STL. BRACKET
ANCHOR TO EXIST WALL (TYR)
011 _(!)
RKPREFABRICATED PUMP RACK
PUMP LAYOUT PLAN
11
SCALE: 3/8 = 1'.6, z <
DESIGNED BY' NED
of I
DRAYM BY NED, R.V
CHECKED BY: D. D. C.
APPROVED BY: WB. M. cis E I
DATE MA Y, 1987
NO.1 REVISION BY qDATE v- _e7
5/8" NEOP
(SEE DETA
2
c
/T*1%, �, _�i
RENE PAD
IL ABOVE)
L3"x 3�'x 1/4"GUIDE
SUPPORT
x 2%1/4" BRACES
1/4"
TYP
C6 x 8.2 FRAME
I
1_2% 2"x3/8"BRAC
2'x 4'x 3/4" FP_
TO BASE IL
BASE PLATE��
3"
(PUMR RACK SECTION)
.SECTION B-B
SCALE: 3/8�'= I'- d' j
PRCPOSED PIPE VALVE & FrrT11NG SCHEDULE
I 4"FE/FE DUCTILE IRON IPPE.
2. 4"x 900 FE/FE DUCTILE IRON PPE.
3. 4" FE/FE- DUCTILE IRON P PE.
4. 4n FE/FE WE IGHTED CHEECK VALVE.
5. 4" FE/FE DUCTILE IRON P PE.
- ------- ------------ -
6. 411 x 900 FE/FE DUCTILE IRON PPE.
7. 411 x 6"x 900 FE/FE DUCTILE IRON REDUCING PEND.
B. 61' FE/FIE DUCTILE IRON P PE.
9. 4" FE/FE DUCTILE IRON P PE.
10. 411 x 6" FE/FE DUCTILE IRON TEE.
[1. 6" FE/FE DUCTILE IRON PIPE.
12. 611 FE/FEPUCTILE IRON PPE (FOR METER INSTALLATIO".
13. 6" FE/FE DUCT ILE IRON P PE.
14. 6" x 90* FE/FE DUCTILE IRON BEND.
15. 6" IFERE DUCTILE RON PIPE.
16. 6" x B" x 900 MLI/M.11 DUCTILE IRON REDUCING BEND.
FIE - FLANGED END, PE - PLAIN END, MJ - MECHANI CAL JOINT END.
I' O"o
---jj�N_V2 (TYP)
1/4"
1/4" R_
3/8 NEOPRENE
PAD
RAIL
m
C:6x8.2 FRAME
rwyll 7mm ON 1*141 � : 4 ki I m *
TYF
3/4"DIA.xll"
THREADED ROD, 5"
PROJECTION
, SET IN EPDXY (TYP.
EA. EBEAM
(cb TOP/WALL)
!_:�'x3"x 1/4"GUIDE RAIL SUPPORT
x GUIDE RAIL BRACKET
___7 dl
i�,P,Wv
GALV. PIPE STRAPS (5'C-C)
I
BOLT TO EBEAMS
4
(PRECUT BOLT PATTERNS)
i sk, -
kL4E TYP
(PUMP RACK DETAIL)
SECTION D-D
SCALE: 3/4"= 1'-0"
E61x'Z7���. //r-L:1'x3"x 1/4�'BRACES
(PUMP RACK -FRONT)
SECTION C -C
SCALE: 5/4!'= 1�0"
ESPEY HUSTON ASSOCIATES . INC*
Engineerlhg a Dwirawental consultants
HOUSTON, TEXAS
7Z
. I
1. ALL FABRICATED STEEL TO BE HEAVY HOT -DIPPED GALVANIZED.
2. ALL SUBMERGED PIPE (EXCEPT.SLIDE RAILS), STEEL PUMPS9 AND BASES
SHALL BE COATED WITH COAL TAR EPDXY (18 MILS).
-1 1 1 f-MITAf-T C1 10CAf-9=C Tr% QC C1 I I V Cg=Al UICI Mn UnTW I /On MI I CT
WIELDS.
4. ALL STER SHAPES SHALL BE ASTM A36. ALL WELDED SHAPES SHALL
COMPLY WrrH AWS STANDARDS.
6" DISCHARGE
1/2% 6" U-BOLT W/
VZ HEX. NUTS
kI "-GRINNELL FIG.120
OR EQUAL)
�21
WELDED STL. BRACKE
(ITT-GRINNELL MEDIL
BRACKET NO. 2, FIG. IN
195 OR EQUAL)
OP/CONTACT BASIN
3/4!'EXPANSION
ANCHOR BOLTS
(WELDED STL. BRACKET DETAIL)
SECTION E-E
SCALE: I " = 1'- 0"
NOTE: WELDED STL. BRACKET LOCATED ON PUMP RACK
TYPICAL, EXCEPT FOR MOUNTING. MOUNTING IS TO
7 BE 1/4' FILLET WELD ALL AROUND AS SHOWN IN
NAT. GRND. SECTION C-C.
.DED STL. BRACKET
CITY OF LA PORTE
MUNICIPAL GOLF COURSE,
MECHANICAL a STRUCTURAL
PLAN , SECTIONS & DETAILS
SHEET NO.
OF 5
FLE NO.
10078
3
SHEETS
87-500P
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NO. REVISION
NEW CHART
RECORDER
3/4!'C.W/3-#I2THHN,
1-#12 THHN GND
DIRECT -BURY CONTROL CABLE
NEW FLOW METER TO REMOTEI,PANEL
T'a'_AT POND "C
NEW CONTROL
P 1. L 1L.
ANEL Im NEMA
3R ENCLOSURE
CHLORINATOR BASINS
THICKENER
INSTALL 3/4" CONDUIT W/ 3 - # 8 THHN a
I - # 10 THHN GROUND
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PRESSURE 0
IL TANK
EX45T,IUMCTION
Box
USE OXIST. 3/4" CONDUIT a INSTALL
3-#8 THHN a 1-#10 THHN GROUND
EP8 #4
HYDROGRITTER
EPB#J
US� EX I ST. 3 " CONDUIT 8 INSTALL
3 - 8 THHN 1-#IOTHHN GROUND
It
SLUDGE PUMP, BLOWER Ek
SHOP BLDG. DEWATERING BLDG.
NOTE: EXIST M.C.C.'B' IS A
WESTINGHOUSE 5STAR
#HUI-45395-FVC-002
INSTALL 40A/3P E
IN EXIST. MCC'B' (
SITE LAYOUT -ELECTRICAL
N.TS. T
ELEVATION - M.C.C. 1113 11
N.T.S.
DESIGNED BY:
NED
DRAWN BY .*
NED , R. V
CHECKED By:
D_ D. C.
APPROVED BY
W B. M.
DATE :
MAY, 1987
v )
. .............
.............. ..... .
MAMMA..
STALL 40A/3P
'EAKER
500 VA TRANSFORMER
120/ 240 V PRI. / 24 V S
a
1�3P, 40A BREAKER
IN Mr,.C. 11 B
L 3-1
NOTE:
PANEL ENCLOSURE SHALL BE NEMA 3R WITH SUB -PLATE FOR.
MOUNTING H-O-AS, RUN LIGHTS ETC. OUTER DOOR SHALL BE
EQUIPPED WITH A HANDLE FOR OPENING, CLOSING AND LOCKING.
CLIPS ARE NOT ALLOWED.
NEMA 3R ENCLOSURE
LEGEND
CIRCUIT BREAKER
MOTOR STARTER
FLOAT SWITCH (NORMALLY OPEN CONTACT)
FS
I
CONTROL RELAY
CONTACTOR 120V COIL
MOTOR STARTER COIL
,R,
RUN LIGHT
10%
HO
00
HAND, OFF, AUTO SWITCH
AO
TIME DELAY RELAY
ETM
3P,15A 3PI15A 2P, IOA 0 ELAPSED TIME METER
3 - # 8 THHN a I - #10 THHN GROUND IN 3/4%.
3 KVA' CONTACT (NORMALLY OPEN)
480/120-240
CONTACT (NORMALLY CLOSED)
TERMINAL BLOCK I OH 15 15
FOR REMOTE PANEL 00 00 —LTC 24 HOUR TIME CLOCK
OA OA 7
DIRECT BURY CONTROL CABLE TO CONTROLS
(CONDUIT AS SPECIFIED)
BY MANUFACTURER SPEC)
PUMP CABLE SHALL BE PROPERLY TRANSDUCERS ON PIPE
PANEL AT PROTECTED FROM PUMP TO PANEL (LOCATION DETE�MINED
POND licil
.1 �--Lj
L_7EA mEr:
WIC. W/3-#8THHN, CHART
PUMP #I PUMP 0 2 1 - #12 THHN GND FLOW
RECORDER METER
ONE LINE DIAGRAM - PUMP CONTROL PANEL
H
T 120V FROM TRANSFORMER IN PANEL
CONTROL DIAGRAM
ESPEY HUSTON & ASSOCIATES. INC,
Enaineerina a Elwirmmental cmsultants
w w
HOUSTON, TEXAS
NEMA 3R
TO PROBES IN
REMOTE PANEL
PUMP#1
PUMP#2
H NO
------- ):�_
OFF
AUTO
TO COMMON FOR LIGHTS
IN REMOTE PANEL
LOCKOUT
SWITCH
__j
1/2"x 1� COPPER
L _ _j PROBEHOLDER
GROUND ROD
AT STILLING WELL
TO PUMP* I LIGHTS
_L LL
AT STILLWELL
IN REMOTE PANEL
OFF EL V.
ON ELEV.
CONTROL DIAGRAM
REMOTE PANEL
TO PUMP #2 LIGHTS
IN REMOTE PANEL NOTES:
1. LLI FOR REMOTE PROBES SHALL BE A C.F. WARRICK #8ZIC0 OR
APPROVED EQUAL.
2. WIRE FROM CONTROL PANEL TO REMOTE PANEL AT STILLING WELL
SHALL BE AT LEAST 10 PAIRv SHEILDED9 SUITABLE FOR DIRECT BURY,
AND INSULATED FOR 135 VDC MINIMUM. WIRING SHALL BE ENCLOSED
IN CONDUIT FROM PANELS TO BELOW GRADE.
3. PROBE HOLDER AT STILLING WELL SHALL BE C.F. WARRICK #3E2C.
PROBES AT STILLING WELL SHALL BE C.F. WARRICK #3RXC2 OR
APPROVED EQUAL.
4. LOCKOUT SWITCH AND PUMP LIGHTS SHALL BE IN A WE4THERTIGHT,
LOCKED, DEADFRONT ENCLOSURE AND MOUNTED NEXT TO STILLING
WELL.
Cl rY OF LA POR rE
MUNICIPAL GOLF COURSE
ELECTRICAL
PLAN AND DETAILS
SHEET NO. 4
OF 5
FILE NO.
0078
SHEETS
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MIN.
TO CONTROL
PANEL
I - PRECA
I -PRECAST SECTION,
�74 R A�CP
EU: 4.5
12'
"All BANK SAND PLACED BEFORE PIPE IS LAID LOP TO
FLOW LINE OF PIPE OR ABOVE MINIMUM DEPTH 511.
"B BANK SAND, THOROUGHLY RODDED, PLACED
AFTER PIPE IS LAID.
... .. EARTH FILL PLACED TO NATURAL GROUNb.
rz 1 r I-
6!'
m
MIN.
5"
-PIPE BEDDING DETAIL
NTS
-REMOTE PANEL
(SEE ELECT SHT. NO. 4)
PRESERVATIVE TREATED
0
F
ESERV'
W 0
ODD POST SET IN CONCRETE
Po
3 T
FT DEEP
LV . I COVER W/ I'x I'
GALV. 114
T 'o
LHATCH W/ HINGE, HATCH a
C
LOC
LOCK
NAT GND. EL.: 12.0
RCP M8" RVC.
8" P`VC'
JOINT
:2�- 0"
�0'
MIN.
ROUGH CONIC. ALONG
LL
SLAB AH AR60UND
§'x'6','6/6 WWF
STILLING WELL DETAIL
NTS
POND ';9'1.
5
DESIGNED By.- fED
OF
DRAWN BY (VED
CHECKED BY.* D. D. C. .. .. ...
APPROVED BY: W B. V.
"XISTI
NO.1 REVISION By DATE AfAY - 19R7 MAI
;MDATE
Wrr"
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Fq="CAL m.%'10.4 c_^jtw I%rrcn,
2. CC:P U PlLlegr� F=qw�w 0�
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MUNICIDA
IML GOLF COURSE
SANITARY EFFLUENT FORCE M41-N
MISCELLANEOUS DETAILS
SHEET NO. 5
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FILE NO.
10078
8 7-50OZ
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—D
DESIGNED BY NED C17-Y OF LA PORrE
SHEET NO.
ESPEY HUSTON ASSOCIATES. INC, 5
DRAWN BY NED MLINICIPIANL GOLF COURSE
CHECKED BY D.D. C. .. I. ..... C. Engineering 49 &WiraWentl7l 0=111AWS
. ................ SANITARY EFFLUENT FORCE MAI-N
By W& M. 28 OF 5
SHEETS
HOUSTON, TEXAS
NO. REVISION By DATE DATE MAY, 1987 MISCELLANEOUS DETAIL S FILE NO.
10078
67-