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Mike Cooper Jerry Clarke
Bob Thrower Bob McLaughlin
Deotis Gay Alton Porter
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STATE HWY. 146,.SOUTHBOUND `
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rSTATE HWY. 146, SOUTH, BOUND
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`STATE HWY, 146, SOUTHBOUND
FRONTAGE ROAD .
STANDARD SANITARY
SEWER DETAILS
STANDARD WATER
,MAIN DETAILS
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DATE: S- /z_4
Doug Kneupp°er, P.E.
City Engineer
RECORD DRAWINGS
96-6704
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10
4+00 5+00 RECORD DRAWINGS 6+00
STATE HWY 146
SOUTHBOUND FRONTAGE ROAD
H. CARLOS 3P91TN
13327 jp: WATER AND SEWER EXTENSION
r
WEST "B" STREET TO WEST "G" STREET
3 Z¢/q7
DATE SCAM
BENCHMARK: RAILROAD SPIKE IN POWER POLE AT SOUTHWEST OCT 1996 H. CARGOS SMITH 1"=20'
CORNER OF WEST "B" STREET AND SOUTHBOUND DRAWN: ENGINEERS AND SURVEYORS. INC. JOB No.:
FRONTAGE ROAD OF STATE HWY. 146 (IOTH STREET) KGB P.O. BOX529 40N. HW. U•6 3044-96
LA PORTE, TEXAS 77571
ELEVATION: 19.46' ('78 ADJ.) CHECKED: PH. C713)471-4n6 FAXaI3)4714 *WI SHEET
OF 10
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13327
J/z444?7
DATE:
BENCHMARK: RAILROAD SPIKE IN POWER POLE AT SOUTHWEST OCT 1996
CORNER OF WEST "B"STREET AND SOUTHBOUND DRAWN:
FRONTAGE ROAD OF STATE HWY. 1,46 (IOTH STREET) KGB
ELEVATION:. 19.46'('78 ADJ.) CHECKED:
STATE HWY 146
SOUTHBOUND FRONTAGE ROAD
WATER AND SEWER EXTENSION
WEST "B" STREET TO WEST "GkSTREET
-1 lei 1, 14 4 zizg—l'l k1lUllJzi!j zVisl zi-JI R
P.O. BOX 529 423 N. HWY. I
3044-96
LAPORTE, TEXAS 775JFI ' " I
PH. (713) 471-4226 "1 FAX-0 i'3) 471-4228
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SOU THBOUND FRONTAGE ROAD
e fl 6ARLas3MITH WATER AND SEWER EXTENSION
o-.1,13327
WEST "B" STREET TO WEST "G" STREET
DAM
BENCHMARK: RAILROAD SPIKE IN POWER POLE AT SOUTHWEST OCT 1996 H. CARLOS ' Ski ITH SCALE 1"=20'
CORNER OF WEST "B" STREET AND SOUTHBOUND pRpy�; _ENGINEERS AND SURVEYORS, INC. JOB NO.:
FRONTAGE ROAD OF STATE HWY. 146 (IOTH STREET) KGB P.sox s29 u► PORre, TEXAS 775 1 HWY. 146 3044-96
- n
FIELD
ELEVATION: 19.46' ('78ADJ.) dHECKED: PH. (713) 471-4226 FAX (713) 471-4228 SHEET
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SOUTH G STREET
H. CARLOS SM90
�> tt7 ��: SANITARY SEWER EXTENSION
Vt 14TH. STREET TO HWY. 146
3� DATF:
BENCHMARK: RAILROAD SPIKE IN POWER POLE AT SOUTHWEST OCT 1996 H. CARLOS SMITH 1"=20'
CORNER OF WEST 'B' STREET AND SOUTHBOUND DR&Wr,: ENGINEERS AND SURVEYORS' INC toe Ho:
FRONTAGE ROAD OF STATE HWY. 146 (10TH STREET) KGB P.O. BOX 5zq 423 ""Y' 3044-96
LA POR'iE,TEXAS 77571
ELEVATION: 19.46' ('78 ADJ.) CHEC PH. (713)471-4226 FAX(713)471-4228 SHEET
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BENCHMARK: RAILROAD SPIKE IN POWER POLE AT SOUTHWEST OCT 1996
CORNER OF WEST "Bl STREET AND SOUTHBOUND OWN:
FRONTAGE ROAD OF STATE HWY. 146 00TH STREET) KG13
ELEVATION: 19.46' (78 ADJ.) CHECK
:1,c 11
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SANITARY SEWER EXTENSION
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STATE HWY 146
SOUTHBOUND FR ONTAGE ROAD
WATER AND SEWER EXTENSION
WEST "B" STREET TO WEST "G" STREET.
DATE:
AUG. 1997 F H. CARLOS MTH ®��
ENGONEERS AND SURVEYORS,---
P.O. BOX 529 423 N. HWY. 146 JOB NO.: 3044-96
LAPORTE, TEXAS 77571
CHECKED: PH. (713) 471-4226 FAX (713) 471-4228 SIII
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REVISED: 8/17/97
CHANGED ALIGNMENT AS PER CITY STATE H 0 1/.A�
rT1-� SOUTHBOUND FRONTAGE ROAD
° T WATER AND SEWER EXTENSION
WEST "B" STREET TO WEST "G" STREET
'BENCHMARK:
RAILROAD SPIKE IN POWER POLE AT SOUTHWEST DA OCT 1996 Ho C�/ARLOS SMTHi SCALE 1"=20'
CORNER OF WEST "B" STREET AND SOUTHBOUND DRA
,* ENGINEERS AND SURVEYORS, INC. JOB NO.:
3044-96
SHEET —
wN. '
FRONTAGE ROAD OF STATE HWY. 146 00TH STREET) KGB
ELEVATION: 19.46' (' 78 ADJ.) CHEC7::
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STATE HWY 146
SOUTHBOUND FRONTAGE ROAD
H. CARLOS 9�i"
WATER AND SEWER EXTENSION
13327
s
WEST "B" STREET TO WEST "G" STREET
H. CARLOS SMITH
SCALE:
1"=20'
BENCHMARK: RAILROAD SPIKE IN POWER POLE AT SOUTHWEST
CORNER OF WEST "B" STREET AND SOUTHBOUND
_ENGINEERS AND SURVEYORS; INC.
EDRMAWN:
JOB N0:
FRONTAGE ROAD OF STATE HWY. 146 (IOTH STREET)
P.O. BOX 529 423 N'''
3044-96
ELEVATION: 19.46' ('78 ADJ)
LA PORTED TEXAS n571
PH. (713) 471-4226 FAX (713) 471-4228
CHECKED:
SHEEP
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OF 10
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STOPPER
OPTIONAL WYE SADDLE
_ = - CAN BE USED IN PLACE
HOUSE SERVICE AT 10 % MIN SLOPE - - OF 0 I°
1 r.
THE IN -LINE WYE / --
12"x 4" WYE NOTE: A 2x2x2' O" STAKE SHALL BE - / / 3/4 MIN.
II If 10"x Orr WYE PLACED IN THE SURFACE DIRECTLY SEC. OF COVER
ABOVE WYE. STAKE SHALL 8E
'"�IIGIPIn�-- o x +r. n c EXPOSED 6" B PAINTED RED. l - - _
THRU 1/2'x 2-I/2" RECESS•�
TYPICAL • SHORT SEWER TAP
W E
1/2" x 2-1/2" RECESS
a 14• \ SEE DETAIL
TYPICAL LONG SEWER TAP --1-- -- ' I �, - 31" HOLES
,� {•� � -/, _ LETTERS TO BE RAISED 1/8�
AND 2" HIGH USING LINES 1/4"
r. -� r• L.\l / - -_a'x 4"ems /s
1 Y
i °' _ i a I{tie",•' �4 j - NFCESSITY FOR USE OF THIS SECTION - 3/a'r
. s GROOVES 3/16" Ola x 3/32" DEEP
s.''.
. - - I � :.-: '' •' - ,_ -�. .,, ocry0- I A "/ FTFRM�NED PY THE ENGINEER APPROX. 3/4" TO 1" SPACES
-.' 1•r ¢ ¢6 •.:. vL_ z WQ n-I:r [ M..Y t
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L • " F 9 SSFS
IV, .✓n/ r .U.n3 . , UJ III dY HE EPJG rf'.FLr' F. II-3/4" _...-- 4"' m
. ice.... -
a� MIN. TRENCH WIDTH III j I r,nuo cn,n.0 ,..rc ncn - `- ?`��- - -"--
A-.C•m.n/LA S- r+,.! Loed d•6.e CLASS A CL SS B - Um - I O. D. PIPE VIA. ♦ T-O-' ` I rvrv.r r_n.,vvrvI �.nt.✓ - I L _ ' -
_ ( T I_I/2"
—�__-. O 01 II it
VI 2. WHERE UROERED NY THE ENGINEEA PAY- �I'j\�{L�`. p "
'� /.ne uFP+Pe or od.re-m.N.aa dep/h S•
PIPE 0 D. 0" it MENT FOR THIS WORK W/LL BE AS
9: a"emm/ s&3,1,ed sm✓, /hur"uyh/y ru✓✓ed, p•S+e>✓
pp, Md
C- f r/.} / // p/u:>✓ ram> doy P, P:P. i, /n/✓ - - <..✓ Ju.,./ co•.•/., .✓- II FOLLOWS
MACHINED SURFACE W ^�
Nu/.: C/•U, A b.d✓ny u,c✓m P//s<,.ort /d"u d /oryu ✓.des> q,I T - pi'"'ur'.' P[ f �.., ulSANITARY_ 1 R --
} "Ih.r,.;,.spcc;bed. /.:.:`.. t?iC .;. .. : ^- II AT PAYMENT FOR SEWER �' /2 Ii-I/2"1 3r4'
• BEARING
:• YCi NTRACT PRICEPERFOOT —
' ,< BELL AND SPIGOT -.TONGUE. AND GROOVE Iil A_.15-1/4",_..I�
a.) P
DEraIL of PIPE awNT o tt) PAYMENT FOR
"WET SAND
. , GRAVEL (MAX. 1' 11 ..
Q\Qv CONSTRUCTION AT CONTRACT - - - - --� 3 4
AccREcarEJ -- 1 PRICE PER FOOT HALF SECTION HALF SECTION
I� BEDDINGS. FOR PIPE .SEWERS- per-s C 1
7 �' , , ! c.! PAYMENT FOR it WE POINT'r AT 32" MANHOLE COVER 23'r2' MANHOLE COVER
( V —,�-' _ _ I rnAlrj4Arr Ppirr PFA Gnnr W1TW PPAMF WITf4 FRdMF
� 4:-0 MIN. EXISTING CONCRETE
-
. 1 -. - (.. PAVEMENT — j ..,.... .. -,-. .. ...... ..r...._ .•.... ... ...._ -.
n .. 3,r (
'• a -- s :r .,, �� . � .. F 2" B ___ ALL LUMBER SHALL BE SECURELY NAILED NOTE: 4 IP" CENTERING LUGS
..
B I _ B : JJ FLOOR WITH BOARDS I A 12 I2 , 4
FOR "COVER
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0 23-I 2
W AT EA T d N LS. MATERIAL CAT IKON A.S.T.M. A 48
2 WITH L S 20 IT
s , . _ . b CLASS NO 5 LUGS
r r_3/8o
.. .� I /i \\ -zr ,. - n ///_Yr=.lr�r --r-- �F - - COVER
\ 1 '[---_,._ ,. -:. - FOR 32 8„
12" CENTERING LU
1:2'3 H,E,S, CONCRETE ^/_nF_-Nl 4 x4 .SILLS i3 4' C.C.
i SPREADERS: ?"BOARDS AS REQUIRED
\— , - ,,/ •. �- FILL SPACE BETWEEN FLooR.,' 'ALTERNATE FRAMEµ!
a PLUGGED LATERAL - - AND SILL-' WITH GRAVEL -
S -DIRECTED �\)
SAND
STABUZED. I
1
4 BARS BOTH WAYS -
10,
i COMPACTED BACK FILL STANDAR� MANHOLE FRAME & COVER .
AT 12' C. C.
4 BARS BATH WAYS TAMPED IIV- 6'� LAYERS o '` WET SAND CONSTRUCTION DETAIL -
NOTE: -FOR MANHOLES LESS THAN 12'. DEER - -LYINOD 12
` - WALLS SHALL BE 8" THICK, FOR MAX.01D 18"
`MANHOLES DEEPER THAN 12; THAT - CONCRETE PAVEMENT-
.. PORTION OF WALL BELOW 12' SHALL -
PLAN
BE 12" .THICK PLAN. 6" STEEL PIPE I -
w/ CAP 3•
• - NOTE FIBERGLASS MANHOLES ARE ACCEPTABLE - `
WITH SPECIFIC APPROVAL IN WRITING - : • I -
GENERAL NOTES
GNu
FROM THE ENGINEER. bACKFILI FOR FIBERGLASS � -
- M. H. SHALL BE CEMENT STABILIZED SAND. NO Et IRA DAY. •ram\���`�\�"\ - -- -
/i 48 hours prior to start of construction, contractor shaLL.no ify the
STANDARD CAST IRON MANHOLE
City of La Porte Water Department at 471-5020 and the Utility
FRAME a COVER, TRINITY VALLEY _ -�- , - C0NC,"�/--i-- Coordinating Corrmitteeiat 223-4567.
t2" • i �o����� DET��L
PATTERN' NO. 672 OR ,EQUAL - STANDARD CAST IRON MANHOLE : / : (
i FRAME 8 COVER : - A 1------"----"--"----"---'--' .' 2. City of La Porte Engineering Department' shall provide," the
( A
N.T.S. I construction layout.
.. . .'. CONC. CAP'. .:CONCRETE CAP -- __.-------_.------------------- ---- _..-----
"°' •::.. _ _ 3. ALL excess excavated material shalt become property of the contractor
,., •... and removed from site.
TRINITY VALLEY IRON a STEEL CO - -
:i+'I -• +`�•e'.° _ ' - ! PATTERN NO. 1684 OR EQUAL
4. Prior to construction contractor shalt coordinate with residents
22 -.� NOTE. PRECAST MAN HOLES •� - - - .STA STANDARD
TlNG---'- - _ when interrupting existing services.
-. ARE ACCEPTABLE A; .• ( AS�I=//= =/ram
_ I n
NDA C
•- ,- - b.:: .. PER SPECIFICATIONS " 6' x2'-O SLAB_ ' -' ;e' • Contractor shall obtain an electrical permit from the City: of, La
r o •. °. r u �:�..1 �.
'�I• W P •:!•.. -, , - - A t;.. 2 IO LONG _ .. p. , .. '.' Porte Code Enforcement Division prior to-construCtl On. Electrl,CiaR S
-I . ° •' • Licensed b the City of La Porte. The permit fee 'wilL be
Q : y u /- ill �lll urllrl r v must be t Y Y
.._- STEPS _ waived. Electrical inspections shall be coordinated with the Code
-o Itq :, ...•' .. :.p.,." - .: .... . ,,. TEE �,- 6" PLUG. - Y � enforcement Division.
SECTION B-8 ld 1 fL „
SECTION W_ ,Il p p 6. Barricades shalt -be equipped with orange Lashing tights. . STD -23-V C. I '; -,+ \
_ W.. ...,,•. __.—_ _.�___ - .FRAME: a COVER I -b CLEANOUT 0 -
b >a;. N,: , . -.•.. A .+ - 1--F' �....� ._. Ilrl `I... o lnTlttratlOn insert - (See
c y —_. - - I� r. Manholes shall be equipped with minimal
R
aa... " r ":� �..::. - _ I </t�di •q/=n/-=r/r - - CLASS ,.Crr. CONCRETE4 /0'
. y� - \ • details)
p.> '.
m o c:.r e hl °.. M ' \�\ll 8. Lift Station, controls, pumps and floats shall be installed according
:. ;..}...�. ., _. = NUT LESS- THAN 3 -4to manufacturers recotrmendation.
IN e- X *4 _COMPACTED BACKFILL - _ - IY -
;:< e o, 2'-Or. _I :.i 't1' _ iAMPEG IN LAYERS.....I
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TD¢ 1 `:..e P� CLASS B CONC.: J/2 s I
in X
450 WYE BRANCH
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CLASS C CONC... A,
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_ = RECORD DR N■/.►�S
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PLAN
(USE MECHANICAL JOINT FITTINGS)
GRAVE_ �,A HROKEA
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CDNCRETEE THRUb' mffm�lmv/
CLASS 'V" CONCRETE
HYDROLOCK REOU/R£D
FACE TO STREET
E VALVE
-ONC. PAD
ELEVATION
STANDARD INSTALLATION OF FIRE HYDRANT
(USE MECHANICAL JOINT FITTINGS)
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CONCRETE THRUST
BRACING
CLASS "B" CONCRETE
90° C14 / 9END
(USE MECHANICAL JOINT FITTINGS)
17
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22i20 (,6) OR 450 N8) HORIZONTAL BEND
(USE MECHANICAL JOINT FITTINGS)
,4 RE1
E.:CH WAY
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(USE MECHANICAL JO/NTF/TT/NGS)
CROSS
(USE MECHANICAL JOINT F/TT/N65)
TYPICAL THRUS
NO SCALE
•'PACTED
H�.:KFILL ,
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SECTION IA-AII A
(USEMECHAN/CAL ✓OINTFITT/NGS)
SECTION IL9-BIB
BLOCKING FOR GATE" VALVES (USEMECHANICAL ✓OINTFITT/NGS)
8 -ARGF;
W YE
(USE MECHANICAL JOINT F/TT/NGS)
459 (8) VERTICAL BEND
( USE MECHANICAL JOINT FITTINGS)
n
SFr VALvE IN
CEMENT 3ROUT
COMPACTEC :.,,'. PRECAST CONCRETE PAD
HACKFILL
3" THRU 6" VALVES 1'-3 • SO.'m WATER MAY
8° THRU 14" VALVES 1'-6" SO.
BLOCKING FOR VALVES
4' & Sva-LER
(USEMECHAN/CAL 1OI1vTFITT1NGs)
BLOW OFF DETAIL
(USE MECHANICAL JOINT FITTINGS)
VALVE BOX
TWO-PIECE SCREW TYPE
GROUNa
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RECORD DRAWINGS
CITY of LA PORTE
STANDARD WATER MAIN DETAILS
DRAWN: L D.W. JOB NO. SCALE: NONE SHEET
CHECKED:, APPROVED: DATE: II-/o-B!n OF �
4'-6 MIN.
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(USE MECHAN/CAL JOINT FITTINGS)
HYDROLOCK REOU/RED
FACE TO STREET
A', I
�p Chi GRAVE -Jr, BROKER
'E VALVE
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CONCRErr THRUS? BRACINt� 18"x 18"v 4" CONC. PAD
CLASS V' CON:PETE
ELEVATION
CONCRETE THRUST
BRACING
CLASS "B" CONCRETE
°
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D • u D
°
STANDARD INSTALLATION OF FIRE HYDRANT
(USE MECHANICAL JOINT F/TT/NGS)
900 ('14) BEND
(USE MECHANICAL ✓O/NT F/TT/NGS)
III
22i0 (16J OR 450 (�8) HORIZONTAL BEND
(USE MECHANICAL JOINT FITTINGS)
1.
AS PE,-,',REL
8v VALUE ;15E�
'4 REBARS AT 18" 0. C._
E._CH WAY
/
I
TEE
(USE MECHANICAL ✓oIATFITT/NGS)
CROSS
( USE MECHANICAL JOINT F/TTms)
TYPICAL THRUST BLOCKS
NO SCALE
i
— _'-PACTED
84:KFIL L
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D • I T— 1_
SECTION 'A -A" "
(USE MECHANICAL JOINT F/TT/NGS) � A
SECTION 'IB-B"
BLOCKING FOR GATE' VALVES (USEMECHANICAL ✓O/NTFITT/NGS)
. 6" 8 -ARGF;
W YE
(USE MECHANICAL JOINT FITTINGS)
459 (8 J VERTICAL BEND
(USE MECHANICAL JOINT F/TT/NGS)
A
SFr VALvE IN
CEMENT 3ROL'T
COMPACTEC �� PRECAST CONCRETE PAD
BACKFILL � �_
3" ''HRU 6" VALVES I'-3" SR_� WATER MAII
8" THRU 14" VALVES 1'-6" SO.
BLOCKING FOR VALVES
4 a SMALLER
(USE MECHANICAL /O/NT FITTINGS)
BLOW OFF DETAIL
(USE MECHAN/CAL JOINT FITTINGS)
VALVE BOX
TNO-PIECE SCREW TYPE
GRauNa
6"FULL WRAP
BANK SAND BEDDING
9447MCK
AfXff
a
RECORD DRAWINGS
CITY of LA PARE
STANDARD WATER MAIN DETAILS
DRAWN: L D.W. JOB NO. SCALE: NONE SHEET llu
CHECKED:. APPROVED: DATE: DATE: -8& OF ►GOF ►G
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