HomeMy WebLinkAbout87-5002 CONSTRUCTION PLANS FOR TREATED EFFLUENT IRRIGATION SUPPLY SYSW
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LA PORTE ,tC
Pop 14.062
CITY 0 LA
WASTE ATE
-- TREAT ER"
� PLANT
C�NS°Il°IIdUC'JCI�N IlaII,r�N9
FOR
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p �rPREPARmED qFORp THE v�v -
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- - � CAP PROJECT NO.: �7-�002
�, � MORGANS
POINT
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PROJECT LOCATION
N.T.S.
PROPOSED B��FORCE MAIN FOR
TREATED EFFLUENT
IRRIGATION SUPPLY.
CITY OF LA PORTE
MUNICIPAL GOLF
COURSE
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VICINITY MAP
KT.S. ,
COUNCIL MEMBERS
Mayors Norman Malone
Betty Waters B. Don Skelton
John Lloyd Jerry Clarke
Ed Matuszak Alton Porter
DeotTs Gay MTke Shipp
City Monager� Robert T. Herrero
='iE ov�rF`���
WILL AM Ei� ��'
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..�.�...
ESPEY9 HUSTON & ASSOCIATES9 INCo�_
ENGINEER/NG &ENVIRONMENTAL CONSULTANTS
HOUSTON,TEXAS
SHEET N0.
I
2
3
4
5
INDEX TO DRAWINGS
DESCRIPTION
COVER SHEET
SANITARY EFFLUENT FORCE MAIN
PLAN AND PROFILE
MECHANICAL 8� STRUCTURAL
PLAN, SECTIONS &DETAILS
ELECTRICAL PLAN 81 DETAILS
MISCELLANEOUS DETAILS
Approved for the City of La Porte=
Robert T. Herrera, City Manager
� �.
MAY 1987
Sheet I of 5
S7 5002
37- i7a5
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PROP. FILL TO COVER PIPE 8"x 221/2° BEND
a 1.5 ABOVE NATURAL GROUND � � a STA. 7t70, 30.0 LTLT
.� a w W 2- 8"x 90° BENDS W a I 8"x 45° BEND II � V' �
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� � N � N/� � � � ' 30.0 LT. � / PROP AIR RELEASE
50 / -j � --
- � 10 ,h VALVE W/ BASIN
25 R _ _ - _ 1 / � STA. � t90, 30_.0_ LT.
EQUAL HAT. GND. � • ---- \
� SLOPE TO_ HAT. GND. o '� � � �., PROP. 8 FORCE MAIN
_„ :... °.
'"' tTYt?ALLARUUNU) '°"" Q '
3rd STREET 0 0 °�I I ^— - � _ � 2 — _ — — — 3 — — — _ — �- - ' � T.B.M. 5+00 BASELINE 6 8
(80' ROW) —=��—` '�� - —----------
° � 3 5'
>..° ,
'o � ° �' ' STA. I+ 75, 60.0 0 �---�_ -„ _.
r--=—`DES I _ ... _ GRADE TO DRAIN-ti ,.... p
r END. LB � _ _ �-�I—..---- -- -- _---
u —fit. � . �t—� .�- ®- \— — ��-_'_'�-0 .� �� �
_ _ __ _ _ �
i ��I JT T � ((j- A. � 25'R \ �-- \ EXIST. 6` CHAIN -UN � E � � �'� 1 8°x 45° BEND �
I EXIST 6' RETURN y CONTROL PANEL _y.��7 ( I I � � � STA.5+90, 5. �� �
SLUDGE LINE \ � _
LA FORTE WASTEWATER TREATMENT ;CANT SITE ' � � � c'rn c . cc c n�, z.
f G+TA C irfA
CL2 CONTACT BASIN I I I t ( DELETED 8"x221/2°� DE� p
� } � � 7 i -PROF FILL. ' � ! QL OF RIGHT OF.WAY � WEST PROPERTY uNE i�---� I BENS
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' 1 � I ` 84" R.C(P.
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CAST IR
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' i PIPE BEDDING, SHT. 5 . ? ,
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0+00 I 2 3 4 5+00 6 7
a PROPEPTY LINE � � � "CONTRACTOR IS RESPONSIBLE FOR
it y Y a �' \ � VERIFING &LOCATING ALL PIPELINE
W N o0p o W y \\ � � �� CROSSINGS PRIOR TO ANY EXCAVATION.
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� - 15+W' � {'j �j � � � 17 - BASELINE IS - KJ 20+00
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. J � „ � o TO CONTROL ` REMOTE PANEL /-- —''� � ._/ CONTRACTOR IS TO COORDINATE
MA v PANEL
-� ... �__ l __ � I
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Ic 22�2° BEND � ,
A 7t� p '
�� \' 8"x 221/2° BEND
g8'-t.F STA. 11+7 , 5.0 LT.
8 "x 221/2 ° 8"x 22%2° BEND
STA 12+15, 15.0' RT.
' EAST PROPERTY LINE
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i.F. fj. 8°HALL 81 / �� / �
_ PROP. AIR RE�ASE
�KET DINT D.I. PIPE VALVE W/ BASIN �
SCE AIN NQ STA.13t05,30.0'RT
y� O Q Y Y
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8"x 22%2° BEND � N � m � �
STA.12+60, 30.0' RT.
- WEST'PROPERTY LINE; ; ;
� OF RIGHT OF WAY �. � --- __
8" x 221/2° BEND
STA.11t11.70,30.0'LT. LITT////LE CEDAR BAYOU
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PROP. 8 P.V.C. ~SDR 26, �
'CLASS 160 C.LO.D. FLANGE,w/MJ
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P PE BEDDING SHT. 5
OL CABLE � � ,
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�"� ---`_ -,- _�=WEBS' DITCH.. / _ I
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160 LF ~ PROP. 8 '
8 9 � WE�� STEEL PIPE it
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� � w/FLANGE TO MJ -
WELDED STEEL
NOTE FOR FULL LENGTH OF .. PIPE
ELECTRICAL Cf1BLE SHALL BE ENCLOSED IN A.BS.
TUBING (MIN. I 0) STRAPPED TO SIDE OF 8 FORCE
MAIN IN A MANNER ACCEPTABLE TO THE ENGINEER.
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SCALE
1"=50' HORIZ.
- I°= 5' VERT.
10
5
0
-5
-10
14
TEMPORARY BENCHMARK
"X" CUT IN THE SOUTH END OF AN 84"RCP LOCATED ALONG THE
CENTERLINE OF 3rd STREET, SOUTH OF `K` STREET.
1978 N.G.S. ADJUSTMENT. ELEV.� 9.64
PROFILE IEGEND�
= PROP. 8 FORCE IN 11 „ I � � � INSTALLATION OF DISCHARGE
U �- -
,S 8 x22/ N _ty,� � IN POND "D". 8°P.V.C.PIPE --- --- NORTH OR EAST PROPERTY LINE
� 8'A ,� STA• 17i'90r 5 O�O 9h -- -- � SOUTH OR WEST PROPERTY LINE
fig' 20' PROP. STILLING WELL C �Q �.i 6 - -
° NORTH OR EAST DITCH OR CURB
I STA.17t35, 38.0' RT ;\\ � � �y. MIN. — — —
I � SOUTH OR WEST DITCH OR CURB
PROP. 4'x4' CONC. PAD &RISER CENTERLINE of RIGHT-0E-WAY
8%'x45°BEND \ � ��STA.18t35.0, IOO'RT. _ WATER SURFACE ELEVATION
SCALE SECTION- PIPE 81 ELEC1: CABLE INSTALLATION
STA.17+70,30.0 RT L8"x90° BEND
I"= 50' HORIZ.
_ _ - -i- ---_. _.__ } N STA. +35, 10 i I _5 i ; { N.T. .
18 0 RT VERT s
' } 'I - WEST'PRO?ERTY LINE' P�'20P. STILLI G WELL I . . i , : ..
ti. OF RIGHT OF .WAY � j j /-}--- � E OETAIL$HT. 5:. i � � i � - _ HCFCD NOTES :.
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_ } � / i � _ __ _ i t } Harr s CountyFlood Control distr t ns c •` ,wsl ben ,ed
- --- - � � r , - _ � � � - least 48 hours prior to consiruction�(7131-684-40401D
--
''on shall otif' at
---
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1 � � i � °A�T PROPERTY LIf�E } i
_--—{--_-,--- ..__ ... � __ ,� > � - _ __ _t __ .__..r-__-----_-�--- -- ._ _ � a _ . -- .-- `, .. _ . _ .___ � t. -.�_-. _ � _ .-. _�.-, Engineer- shah- submit letter to Harris County Flood Control District+
+ ! ! � U 1 } t , t �5 -----i r a - ! t'----� _ } 'requesting insljection and accEPtance of items constructed iri Harris'Coun1Y,
' i � ' , � j/ i Flood Control. District Right-of-Wa . Prior to re estin .ins coon, the
� � � + ' ' ' i � � :I � al g =of -way and/or easements shall be staked and flagged.
_ i,. - - _ IO.D. - _. 2 �_ ._.. �-jPOND.:aDu l/ _ t 4._. _ __ t --f _ .
PRpP. 8 . P. V.C. ?SDR �26, C;LASS , I60, .. ( I t � 3 f
dr 'Wage ri ht.
1 (( ,i , r > � + ! ontractor shall be responsible or protecting, maintaining and restoring-
; � � � •PIPE BEDDING, S T. 5 I t 1 r i # ? � BOTTOM/PONf� EL.= 5' kslope drairyage systems. :.
t +' } I � � COI�RO-IR'vEt:4. i ,,, _ __ _ i � y 4. " AO disturbed dr�as within the' Harris County Flaod Control District right -of-'
' } ' � t f CA)3LE ; + } 1 � ..!way except the channel bottom shall be hydro -mulch seeded as per Harris
, ; ._ } , , ,
_; ; . � + i � � � ° } C.'" ` R 2 }. -� PROI? 4X CONC. PAD1 1 i � - `County Flood` Control specification entitled "Hydro-Molch Seeding' or ;
' e�. , -..
t } : PR 8 QV. 6 � t CASE iN PLACE? r I ' ;approved equa
}
10
5
i � � i ; t CLASS I � � } SEE: DETAIIL Sf�T. 5 ' 5, : ; Backfi(I to be com cted in nq greater than f foot lifts to the density of the; '
' _ __� _ __}__ _ + � } � � � + -- ___ ___ _ � I ,_, 4 I + p° NO'�E� CONTRACTOR SHALL CALL 223=4567 0
— -- � - -- ---+-- -- --- -----+ --*- -.. MIN--+-- _ _ _ _ _ _ _ _
« j--- 1_ .� _-�._.:---._ --- .,.---_._. _ -. , undisturbed adjacent soil i
11 �GjT( _..
i � j + } } -- j 1 � � : f � 6. Contractor shall be .responsible fort mointaining flow in :channel. during' � i '
} } 111 f, } } ? � . ?construction and restoring channel to original aonditian: F C I 0 F '
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r R I ICI S
• ;
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OR ONF MAT N 0 UT TIE
� f + � ti I � � � ; 7. - s All excavated material is to be removed from the HCFCD right-of-way. No� i -
t � + { + } � t � � f � `fill is To be plgced within a de$ignated; flood plain arecj withouS first obtaining.' ! _
+ +-- ..__.i.__ } _._ __a.... -..-___. .�.'_ __.-'t---- -- ---+-- ---�-----_---+-�---t--- ._. --± _�..�-.a fill permit. _... .. : '.. .. � � :. _- _... ' - _. _ :.
` � 8.. ; En ,Weer shall;be res nsible E
{ ` } i
{ I � � t � � t + � t 1 + � 9 po or obtaining allapplica6le City, County., State,; , , ; : � «
' t $ $ $ '
• 1 + � t I � + nd r ,ts.
}
� $ � r � � -� - } t I RECORD :DRAWING
> + { a Fede al perm F
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—�--L-------t--1--�---�--�----i— _ _ _ _
t t _� , � i J A 29,�1988 ,
___.
15+00 16 17 18 19 20+00
REVISION
UTILITY LINES
SHOWN
,(PRIVATE
44��ti(c.'R
Data=S-2.}-�
Ca
Houatan Lighting/!,,9
,Power
��C�.�r>'
Doter/�-f�J'
Entez,lna
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Dote' •
SWthweatern Bell Telephone
Inc.
Approvol only valid for crossing
ductlines unless
otharwiaa noted.
VAL10 FOR fl) ONE
YEAR ONLY
DESIGNED BY : NED ?`"OF E,},� ['� nry (�j t '[��®A' C C®�' � C' I . C�T Y OF LA FORTE SHEET N0. 2
��•�•• �' JrG T , nUJ 'v JJ J MUNICIPAL GOLF COURSE
h�' '
DRAWN BY : NED � .: '•, f� p�� ®Hs /1M s�+
D. D. C. � WI , I. M..B:...........TY Englneer�nQ ie9 E//®®® G/'I®� (,/w/SV®� /a7
CHECKED BY : q: :a SANITARY EFFLUENT FORCE MA I N
928 p : �'�
APPROVED 8Y : �%!B. M. FCISTEP�'�,�d OF 5 SHEETS
'h�s%o'n'A� HOUSTON, TEXAS PLAN AND PROFILE
S EVE
MAY /987 �~�" FILE NO.
DATE : 5,2/,s7 STA. 0+00 TO STA. 20+00 loos
BY DATE
87- 5002
CL2 CONTACT BASIN
NO* 3
4 DISCHARGE
o �6 11
iv 6 1 DISCHARGE
tr
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at, z
rL 8 P.V.C. FORCE MAIN
PREFABRICATED
PUMP RACK
25� 0"
CHLORINE CONTACT BASIN NO. 2
12'- 6
I to
2 0" I-6 I 3''6 I 2-O —I_ _3"6 I Leal 4
a IIIIa
f � r
12° 0
ocr
2"PV.C. CONDUIT A _ 0 a�
FOR PUMP 8, FLOAT 8 CABLES OVER WALL 7 g m
I it I2 �}/ 13 r
CONTROL +I +
PANEL g
5 14
+1
IN 4
o g + 2 WELDED STL.BRACKET
FLOAT SWITCH_ �N I ANCHOR TO EXIST. WALL (TYP.)
HANGER �—
+ PREFABRICATED PUMP RACK
PUMP CABLES
01 PROVIDE SUPPORT
ON WALL
8'- 0
r2-SETS-2!'S.S. GUIDE RAILS
SHUT OFF
6x6
f OPENING
atoot
PIPE STRAP
BOLT TO C6x2
(TYP.)
io
STAINLESS LIFT b
CHAIN OR NYLON
ROPE W/ LIFT EYE
SUBMERSIBLE
/PUMP
3/4"GALV. BOLTS FOR DISCHARGE fly;
AND BASE PLATE CONNECTION + 3
BOLT PATTERN PRECUT PER
PUMP MANUFACTURER SPECS. ,,.,,.
a0
�� • _.tea,.
SECTION A - A
SCALE: 3/8 = I-0
PUMP LAYOUT PLAN
SCALE: 3/8 = 1 ' 0 Z
aoo.
DESIGNED BY: NED �..�..,.
NEDR.V. -too'�h' „�,
DRAWN BY : • �?: �
CHECKED BY: D. D. C.
APPROVED BY: W. B. M. I
x1s , 6/STE
e41 Sjp`PoA'_
DATE : MAY /997
NO. REVISION BY I qDMAT
3/8" NEOPRENE PAD
(SEE DETAIL ABOVE)
x 2% 1/4" BRAC E S a`
C6 x 8.2 FRAME
2' x 4' x 3/4" It
BASE PLATE
PROPOSED PPE VALVE & FrrTING SCFEDULE
I. 4" FE/FE DUCTILE IRON PPE.
2. 4" x 900 FE/FE DUCTILE IRON PPE.
3. 4" FE/FE DUCTILE IRON PPE.
4. 4" FE/FE WEIGHTED CHECK VALVE.
5. 4" FE/FE DUCTILE IRON PPE.
6. 4" x 900 FE/FE DUCTILE IRON PPE.
7. 4" x 6" x 900 FE/FE DUCTILE IRON REDUCING BEND.
Be 6" FE/FE DUCTILE IRON PPE.
CHLORINE CONTACT BASIN 9. 4" FE/FE DUCTILE IRON PPE.
N0, I 10. 4" x 6" FE/FE DUCTILE IRON TEE.
He 6" FE/FE DUCTILE IRON PPE.
12. 6" FE/FE DUCTILE IRON PPE (FOR METER INSTALLATION).
13. 6" FE/FE DUCTILE IRON PPE.
14. 6" x 90° FE/FE DUCTILE IRON BEND.
15. 6" FE/PE DUCTILE IRON PPE.
16. 6" x B" x 900 MJ/MJ DUCTILE IRON REDUCING BEND.
FE - FLANGED END, PE - PLAIN END, MJ - MECHANICAL JOINT END.
/ �+�--%2 (TYP.)
/ I/4m
i /4" It - I
\3/8 NEOPRENE II.n
PAD
L3"x 3I'x 1/4"GUIDE RAIL
SUPPORT
i/4 .
L2% 2%3/8"
TO BASE IL
TYF.
(PUMR RACK SECTION)
SECTION Beat
SCALE: 3/8�'= 1'•0
UMMA
VIVA iffe
C6 x 8.2 FRAME
Engineering 8 Envira WIRIMo/ CWSl// WOWS
HOUSTON, TEXAS
3/4 DIA.xII THREADED ROD, 5"
PROJECTION , SET IN EPDXY (TYP.
EA. CBEAM (cb TOP/WALL)
7
5 L3"x3isx 1/4"GUIDE RAIL SUPPORT
.GUIDE RAIL BRACKET
GALV PIPE STRAPS (51 C-C)
BOLT TO CBEAMS
(PRECUT BOLT PATTERNS)
I..
(PUMP RACK DETAIL)
SECTION D—D
SCALE: 3/4"= 1'-0"
C6 x 2 FRAME // x 3"x 1/4�' BRACES
(PUMP RACK -FRONT)
SECTION C —C
SCALE: 3/4!'= 1� 0"
I. ALL FABRICATED STEEL TO BE HEAVY HOT -DIPPED GALVANIZED.
2. ALL SUBMERGED PPE (EXCEPT•SLIDE RAILS), STEEL PUMPS, AND BASES
SHALL BE COATED WITH COAL TAR EPDXY (18 MILS).
4 AI 1 f"a MITAf`T CI 10CAf^CC TA I3C CI ■ i V CCAI WCI r%Cn WITH I /On MI I CT
...______.-......__......-..._.....__.......-.._.-...._..-._.._,......_.-....-.__.__..._r.�-...._�...._.... ...-._._._.._r..__._.���.._
WELDS.
4. ALL STEEL SHAPES SHALL BE ASTM A36. ALL WELDED SHAPES SHALL
COMPLY WITH AWS STANDARDS.
6" DISCHARGE
1/2 x 6" U-BOLT W/ 9"
%2" HEX. NUTS
(ITT-GRINNELL FIG,120�
OR EQUAL)
0
WELDED STL. BRACKE
(ITT-GRINNELL MEDII
BRACKET NO. 2, FIG. N
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
BE 1/4' FILLET WELD ALL AROUND AS SHOWN IN
/NATND. SECTION C-C.
DED STL, BRACKET
INC. CITY OF LA PORTE
MUNICIPAL GOLF COURSE
MECHANICAL a STRUCTURAL
PLAN , SECTIONS & DETAILS
SHEET NO.
OF 5
FILE NO.
10078
SHEETS
8T 5002
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NEW CHART
RECORDER
` �/4" C.WI 3-#12 THHN,
i-#12 THHN GND
DIRECT -BURY CONTROL CABLE
NEW FLOW METER TO REMOTE PANEL
�AT POND "C °.
NEW CONTROL
PANEL IIV IYCIYIA
3R ENCLOSURE
/ INSTALL 3/4" CONDUIT W/ 3-#8 THHN &
/ I -# 10 THHN GROUND
CHLORINATOR BASINS
(�
1 '
I z c�
I �o
� om
PRESSURE c=i
TANK
EX/ST. ✓UNCT/ON
eox
USE EXIST. 3/4" CONDUIT &INSTALL
3-#8 THHN 8 I-#IOTHHN GROUND
n I �EPB #4
I I
IHYDIROGRITTER
u
EPB#3
US EXIST. 3/ " CONDUIT a INSTALL
3- 8 THHN I-#IOTHHN GROUND
�.
SLUDGE PUMP, BLOWER &
SHOP BLDG. DEWATERING BLDG.
r
I .�MC.0 'B'
NOTES EXIST. M.C.C. �B` IS A
WESTINGHOUSE SSTAR
# HUI - 45395 - FVC- 002
N0. REVISION BY DATE
INSTALL 40A/3P E
IN EXIST. MCC 'B'
SITE LAYOUT -ELECTRICAL
N.T.S.
5Af 4A i :iA� 2A1
- -
� i � �-
�Ij� i
,JrB'�
� �
— I —i-
ELEVATION -M.C.C. ��B��
N.T. S
DESIGNED BY : NED
DRAWN BY : NED , R. V.
CHECKED BY : O. D.C.
APPROVED 8Y : �! B. M.
DATE : MAY . 1987
':,
V)
;�EOf TF+q
�s
.•
M B. IAR
2 D;�W
I�C�STER�'�'�'
S�0 AIAI ��6
��qao
5"-2i B7
INSTALL 40A/3P
BREAKER
500 VA TRANSFORMER
120/240 V PRI./24VS
�--,
I �^„_3P, 40A BREAKER
I � IN MC.C. "B"
I I
I
L —J
NOTE:
PANEL ENCLOSURE SHALL BE NEMA 3R WITH SUB -PLATE FOR.
MOUNTING H-0-A5, RUN LIGHTS ETC. OUTER DOOR SHALL BE
EQUIPPED WITH A HANDLE FOR OPENING, CLOSING AND LOCKING.
CI.iPS ARE NOT ALLOWED.
NEMA 3R ENCLOSURE
LEGEND
,) CIRCUIT BREAKER
MOTOR STARTER
_� _.
FLOAT SWITCH (NORMALLY OPEN CONTACT)
Fs
cR CONTROL RELAY
0 CONTACTOR 120V COIL
O MOTOR STARTER COIL
�R�
O� RUN LIGHT
Ho HAND, OFF AUTO SWITCH
oo—. �
---------- --- --I AO
TD TIME DELAY RELAY �
3P,15A 3P,15A 2P,IOA I O ELAPSED TIME METER
3- #8 THHN & I -#10 THHN GROUND IN 3/4"C. � erM
3 KVA I -�T- CONTACT (NORMALLY OPEN)
480/ 120�- 240
CONTACT (NORMALLY CLOSED)
TERMINAL BLOCK I o0 0o is is � arc
FOR REMOTE PANEL 24 HOUR TIME CLOCK
oA oA T
DIRECT BURY CONTROL CABLE I TO CONTROLS
(OONDUIT AS SPECIFIED) L— �
PUMP CABLE SHALL BE PROPERLY TRANSDUCERS ON PIPE
PANEL AT PROTECTED FROM PUMP TO PANEL (LOCATION DETEIjMINED
POND"C„ BY MANUFACTURER SPEC)
�!�
5 5 - - -�'
3/4"C. W/3-#BTHHN, CHART \`�
PUMP #I PUMP#2 I-#12 THHN GND RECORDER METER
ONE LINE DIAGRAM -PUMP CONTROL PANEL
H
T 120V FROM TRANSFORMER IN PANEL
CONTROL DIAGRAM
ESPEY, HUSTON &ASSOCIATES, INC.
Engineeoing � Enviranmen>o/ Ca�su/>onis
HOUSTON,TEXAS
NEMA 3R
TO PROBES IN
REMOTE PANEL 4
bI\\ �� PUMP#I PUMP#2
I� HAND
OFF
AUTO
TO COMMON FOR LIGHTS
IN REMOTE PANEL I LOCKOUT
SWITCH
r � I/2"x 8' COPPER
TO PUMP# I LIGHTS L. _ _J RP OBE HOLDER AT STIDL LNG WELL
IN REMOTE PANEL AT STILLWELL
OFF ELEV. -
ON ELEV.
CONTROL DIAGRAM -REMOTE PANEL
TO PUMP #2 LIGHTS
IN REMOTE PANEL NOTES:
I. LLI FOR REMOTE PROBES SHALL BE A C.F. WARRICK fi8ZIC0 OR
APPROVED EQUAL.
2. WIRE FROM CONTROL PANEL TO REMOTE PANEL AT STILLING WELL
SHALL BE AT LEAST 10 PAIR, SHEILDED, 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 WEATHERTIGHT,
LOCKED, DEADFRONT ENCLOSURE AND MOUNTED NEXT TO STILLING
WELL.
C/TY OF LA POR TE
MUNICIPAL GOLF COURSE
ELECTRICAL
PLAN AND DETAILS
SHEET N0. 4
of 5
FILE N0. p078
SHEETS
87-5002
al
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� .=.ILLy1 I
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r;O°iQO
ao U W 00 In
I.`
' I'
L,
I'
I
5� 0��
MIN.
TO CONTROL
PANEL
I - PRECA
24�� RCP.
-PRECAST SECTION
24�� RCP
EL; 4.5
12�� � _
"A" - BANK SAND PLACED BEFORE PIPE IS LAID UP TO
FLOW LINE OF PPE OR ABOVE MINIMUM DEPTHS".
'8"- BANK SAND, THOROUGHLY RODDED, PLACED
AFTER PPE IS LAID.
"�' - CARTH FILL PLAc;tu 1 V NA 1 URAL GROUND.
6��
1
•�.
_.;
u
m
_ �
.�
�•:
U
a
r
,: =a
_
MIN.
5��
PIPE BEDDING DETA I L
NTS
-REMOTE PANEL
(SEE ELECT. SHTN0.4)
PRESERVATIVE TREATED
WOOD POST SET IN CONCRETE
3 FT. DEEP
GALV. I/4�� % COVER W/ I�x I�
HATCH W/ HINGE, HATCH 81
LOCK
= NAT. GND. EL � 12 0
II � 8�� P.V.C.
'^ RCP JOINT
2�- 0��
MIN.
ROUGH CONC. ALONG
SLAB ALL AROUND
1
6�z6; 6/8 WWF
STILLING WELL DETAIL
NTS
POND �D ��
DESKNNED 8Y : NED
NN\4
-;�� Of
DRAWN BY : NED ; y'�P`'�
:.:
CHECKED 8Y : D.D. C. • �� j�j �8 i
APPROVED 8Y ; W. B. M. �� 9
� �!'''��/ST1
N0. REVISION 9Y �� DATE : MAY , /9B7 �Ih�/
5`2! fi
I.IPau.t�..•+ 12-1712 �IZAMG �. CryvtR
FOR AIPc+FZpVtS� L.,�UAt_ Wt'rM
b� W.�.at Fotecc M^tN CA�csr Iwrrtp Lto
•'--- _
2.. Courzat P/ste,^.
Ao.�uerrlra Rt•aa.s�,
. MOIiTAts. Ir Nt�,p<„
� � R.'-O' �,.
� .�= �'� i�cxlLCAST CoNc.
RINCa CON-ST.
Q A:.aT.M. C-4tB-�o4T
1
�. ;�.
111 A�0 MODEL. ally
:• � ''7LWARaG V/NLV L �i
:: ; ; SP.P�.,t� �,,,�.
Sc�.,_, QJF+ACG � �
WtTla Mho .IRt--1) .,.
PROPr�E,C
— <:i: Fbeec>L MAIN
MORTAR^ :.; I�R`r �sxlcic
�i i� � 'e. 's FOR V�L.vE.
"r-7_L—'�� .
�o S 4'-O' CIA. . • •5 �' TAPPEO TEE
N.a4 Pco 1288 MJ OR EQUAL
WIT\a 3 6R�v�t_ Oa
CRua�aco '�rTONc 2��0
1. PIPE. OoEN1N6� TO ejt CAacr INTO wA1_6- '
2, aK IT la PRe..ren.le�.o '1ia�.-r Pwc=�eA�esr CoNC. i'�AbE
'�lE CAptT INT L61�At.- WITH Lpry>L'�T Wiest-L SCCTtON
.�. PFz.EC.AbAT� ��ECTtONb i271'atL. t�O1NE.0 WITH
Td�IdUe. .'1Nt� �=!•"1i..X7Vt t„bINT� .`�,. LAL.CO W\TN
MAbTIG �'YPC 1'.jITUMlNOI]a ♦,It'INTiNC3 Cp\.A�+puNO
AIR RELIEF VALVE BAST
8��PV.C. F.M-
INCRETE
W.S. EL: 9.5
:ONCRETE PAD
3000 psi )
Ccl DISCHARGE
NTS
�- 6.0 b
ESPEY, HUSTON &ASSOCIATES
Engineering � Envira�mento/ Ca�su/>onts
HOUSTON, TEXAS
F'I..Ufi ;
_ -'' '� I .
m.T •1 �'�'�.
:•:,:.. .�i'.•:';•.• •" 6" MIN.
15 LB. FELT I FT � p I
DO NOT PERMIT MIN, t~---�j
CONC. BLOCKING
TO BOND TO PIPE PL A N
OR PLUG flTTNG
6�� DISCHARGE
PREFAB. PUMP
RACK
PUMP RACK
3�-0��
2�� C. FOR
PUMP CABLES
6" MIN.
r��
PLAN
THRUST BLOCKING � DETAILS _
N. T. S.
CONTROL
PANEL
3/4��C.POWERSUPPLY� ii ii
�__=___=--==3N �
DIRECT BURY CONTROL CABLE
TO REMOTE PANEL
PROP. METER
PROP. RECORDER
6��
��C
6�� MIN.
3/4°C.
2��C. FOR
FLOAT C/
-• t�
UNISTRUT OR EQUAL, ANCHORED
TO EXIST. WALL W/ I/2�� EXPANSION
BOLTS (TYP.)
ELECTRICAL SERVICE CENTER DETAIL
SCALES I/2��= I� 0��
C/TY OF LA PORTE
MUNICIPAL GOLF COURSE
SANITARY EFFLUENT FORCE MAIN
MISCELLANEOUS DETAILS
SHEET N0. 5
OF 5 SHEETS
FILE N0.
10078
87-5002
37- i745
tY
O !
LL
2
WW
Q
� } (z
� IL LLJ a wIll
0mU) _�
ZQ0L)
1- um
m
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°°— 10-
U p
NwWO N L.
o U) L M
III
n00LL+•a0
ao0WmLn
I.
wvmxo ^.. R-1T1R, F � nn< Csyvct�
OR AeaPR,ovw wrrm
"�twv.►•o.� F"�orecs. Mr•.tN Cr•�ex it.nCa Lto
4000001
�;L CouwmmbbI to
S Ate �uesrl.ra Rl.aat�
MoR.'r.►aa. IF Ns.c.p<p
'be, be a ••'� �RCC/•.3T CC+NC • PLUG - Las��
1
! �I 1 12tNc. CoNaT.
C-4 iB-�o4T I
"A" - BANK SAND PLACED BEFORE PIPE IS LAID UP TO 0 A
FLOW LINE OF PPE OR ABOVE MiNiMUM" DEPTH S ; .�"B"- BANK SAND, THOROUGHLY RODDED, PLACED`:' tAFTER PIPE IS LAID. iAGO NODE!gGb mT:_' t.••••- _ :!'• :"C" - EARTH FILL PLACED TO NATURAL GROUND.VAL-VL OR i'. • :�4^.r_►:.:1,.•.:.:i;;bobboo
to
`6 MIN. go blow
FT A A OR B
Sc� Sta..cc PRaLo IS LB• FELT
allWI w M�° Fb�ec>L M.► tN DO NOT PERMtT MIN
\ •:: f:
CBLOCKING
O 80
PLAN PLAN
PE
Mos2Z'oci 1'�R`t �t2iCK
1 so
'` -,to
-� w^� OR PLUG FiTTNG
e'e• e, to
6" do
;
oz I5iF/ WbI C>l,►„ S" Co tJAA PCo 88 MJ Oto IR EQUAL
J j la
1110 6" o.
to
Wrrt•t 2y Civ .vct_ Osz
lD
Iit r10N8.
Lo
CEO
CRU�►�i_O lm>to
to o
$ u
a•boo
-
:.
to
-
: _:a'
NOT
-
bot
MIN 5°
1 Plots C7t>it( NINC3� T a C I W
SIDE
TEES B 900 BENDS
45° 221/2" 8a 11 1/4" BENDS 8a PLUGS
8"
2'
1.5'
12"
3°
2'
16"
3'
2'
• O C A4tT NTO ALy_ - -
R. �F. IT 1� PixtL�eAtc>=o 'T:a^.z Pw:e��r �ANc. �•ib¢.
I�1L CAG;i7 INT L69"CAt� WITH i-•OW LET W/\Lt... I•
THRUST BLOCKING' DETAILS
Ll. PREt=P�bT �ECTtONb -12� BII_ t,�p1Nfi-O WtTFi - •
PIPE BEDDING DETAIL foolct'^t� 4t>_pbwl-rH
Mr�.T s.
ASTIC -CYPC QI'rvt.ruNoua t,)pINTINC's Cd•A�%'Ol)Na�}-9.0 b
NTS •
AIR RELIEF VALVE BASIN
Oman
REMOTE PANEL
(SEE ELECT. SHT, NO, 4)
PRESERVATIVE TREATED
WOOD POST SET IN CONCRETE
PUMP RACK
3 FT. DEEP
PROP. METER
to GALV. I/4" IL COVER RECORDER COVER W/ I'x It 6" 6"
HATCH W/ HINGE, HATCH & 3'-0"
toote to
5L 0" LOCK
MIN,
NAT. GND. EL,: 12.0 2" C. FOR CONTROL
PUMP CABLES PANEL
to
bottom TT
6" DISCHARGE 3/4" C.
TO TOP/CHLORINATOR
CONTROL BASIN
PANEL � �
OFF EL: 9.5 W.S. EL.: W.S. EL: 9.5 FLOATOCRABLES
I - PRECAST SECTION- ON EL. .0 6" (MIN)
24" RCP. o FLOAT
RACKCABLE
PREEAB PUMP CABLE
HANGER
toot
8 P.V.C. 3/4"C.
POND D POND _ ootoo11 NATURAL GROUND
= i =11tootee
3/4" C. POWER SUPPLY H -� 6" MIN.
-^RCP JOINT �_==3' UNISTRUT OR EQUAL, ANCHORED
I - PRECAST SECTION 2�-o" 6'x6', 6/6 WWF TO EXIST, WALL W/ I/2" EXPANSION
24" RCP MIN, 4' 0" Pl -�� BOLTS (TYP.)
EL;4.5 BOTTOM/POND EL:4.5 DI REMOTEPANEL
CABLE
ROUGH CONC. ALONG
121 I —��_�� SLAB ALL AROUND LAKE/BTTM, EL: 4.5
AI
to tooto"I
121
6 x6, 6/6 WWF 21-O'l to !CONCRETE
MIN.
PAD
(3000osl) ELECTRICAL SERVICE CENTER DETAIL
STILLING WELL DETAIL 8" PVC, F.M.SCALE I/2"= I' o"
NTS
CONCRETE PAD (a) DISCHARGE POINT
NTS
DESIGNED BY : NED ~ ���� + be ES PEY HUSTON ASSOCIATES. INC. CITY OF LA PORTE 5
2EOFTF h, SHEET N0. �P.•... ' MUNICIPAL GOLF COURSE
DRAWN BY : NED , fly
o.D• • .. ' 0 Engineering 49 Envira wanto/ CansillAwts - -
CHECKED BY: too 4
61 M'e" SANITARY EFFLUENT FORCE MAIo w-N
APPROVED 8Y : W. B. M, t� PF� F�;��ar OF 5 SHEETS
��ss/ONA *96 HOUSTON, TEXAS MISCELLANEOUS DETAILS
DATE : MAY /987 �h FILE NO. 10078
N0, REVISION BY GATE 5 2h Q C
V JO%Offiep . ., 37-1745