HomeMy WebLinkAbout8" WATERLINE RELOCATION ON S BROADWAY3
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INDEX TO PLANS
I
TITLE
SHEET
2
PLAN
AND
PROFILE
STA.
374+00-379+00
3
PLAN
I
AND
PROFILE
STA.
379+00-384+00
4
PLAN
AND
PROFILE
STA.
384+00-389+00
5
PLAN
AND
PROFILE
STA.
389+00-394+00
6
STANDARD ..
WATER LINE
DETAILS
THE
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ON
CITY
TUNNEL
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Consulting Engineers
1155 DAIRY ASHFORD, SUITE 705
4: u
HOUSTON, TEXAS 77079
17131589 - 7257
fflORM um `rd
MAYOR
NORMAN MALONE
MAYOR PRO TEM
JOHN LLOYD
= CITY COUNCIL
EDWARD G. CLARKE
DEOTIS GAY
EDWARD MATUSZAK
ALTON PORTER
MICHAEL SHIPP
B. DON SKELTON, SR.
BETTY T. WATERS
CITY MANAGER
ROBERT T. HERRERA
a/17/98
(�c��
APPROVED FOR LA PORTE
536048
NOTE
SAW CUT, REMOVE AND REPLACE
REINFORCED CONCRETE (10"
THICK) PAVEMENT AS REQUIRED.
SALVAGE EXISTING REINFORCEMENT
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AND BEND BACK INTO PLACE PRIOR
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TO PLACING NEW CONCRETE.
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FA I R MO NT PAR K WAY PLACE 8 LUG &
W CLAMP O/1/ EXIST.
W I 8"x 8" TEE TO
N EAST. PLUG 8
W.L. TO EAST.
4 CONC. SW.
X //,
a" C.L' WATER L INE ® _
SWBT CABLE _--
L30"STORM SEWER
2-1/2" ENTEX
CL LOOP 410 (BROADWAY
377+50
54' STORM SEWER
CUT a PLUG EXIST. 8"
ABANDONED W.L.
378 378 +50
ABANDON
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SWBT,. _j_ —
/-8" 45° BEND
/-8"CUT B PLUG
8"WET CONNECT
4' CONC. SW.
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CONNECT PROP. 8"W.L .
TO EXIST. 8" W.L.
/-8" T. S. & V.
8"WATER LINE
FUTURE 6"CURB
2-1/2" ENTEX
8" WATER LINE (ABANDONED)
STA. 378t65
379
PROP. 8" PVC WATER LINE
/N /2" STEEL CASING
FUTURE 6" CURB
i 54 " STORM SEWER
I( REMOVE 8 REPLACE
EXIST. CONC. SIDE WAL K
TO NEAREST CONSTRUCT-
ION JOIN T.
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CONNECT PROP. 8"W.L
TO EXIST. 8" WL.
/- 8" TEE
2-8"x 45°8END.S
8" WET CONNECT
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NOTE
SAW CUT, REMOVE AND REPLACE
REINFORCED CONCRETE (10"
THICK) PAVEMENT AS REQUIRED.
SALVAGE EXISTING REINFORCEMENT
AND BEND BACK INTO PLACE PRIOR
TO PLACING NEW CONCRETE.
SWBT CABLE
8WATER LINE
18" RCP
FUTURE 6 CURB �
2-1/2" ENTEX
8" WATER LINE
(ABANDONED)
STA. 39/t 49
391
PROP. 8" PVC AW TER LINE
/N /2" STEEL CASING
FUTURE 6" CURB
• 3636"S�SEWER
4 CONC. SW.
REMOVE a REPLACE
EXIST. CONC. SIDEWALK
TO NEAREST , CONSTRUCT-
ION JOINT.
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BENCH MARK
DATA
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NGS DISK
STAMPED "C-1189,+964" SET IN CONCRETE FOOTING OF
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BAYSHORE
SAVINGS SIGN AT S.W. CORNER OF FAIRMONT PARKWAY/
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BROADWAY
INTERSECTION ELEVATION=14.69 (1978 DAT.)
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CUT, PLUG 8 ABANDON
6" W.L. TO EAST
Ir.J 24"RCP
IT21 FUTURE 6"CUR13
CONCRETE ,
ASPHALT
ABANDON
z ' EXIST. 8" CL LOOP 410 (BROADWAY)
N WATER L INE
+5 392 _ 392+50
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to
FUTURE 6 CURB
—
24" RCP
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/-8"x 450
BEND
/- 8"G. V. A B.
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3" E N TEX
8" WATER LINE
4' CONC. SW.
4' CONC. SW
/-6 "x 450 BEND
/-8"x 6" REDUCER
I /-6" CUT B PLUG
6"WET CONNECT
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NOTES
1. CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION OF
EXISTING 6" AND 8" WATER LINES.
2. THE INFORMATION SHOWN ON THIS DRAWING CONCERNING TYPE
AND LOCATION OF UNDERGROUND UTILITIES IS NOT GUARANTEED
TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS
RESPONSIBLE FOR MAKING HIS OWN DETERMINATIONS AS TO THE
TYPE AND LOCATION OF UNDERGROUND UTILITIES AS MAY BE
NECESSARY TO AVOID DAMAGE THERETO. THE CONTRACTOR
SHALL VERIFY LOCATION OF UNDERGROUND PIPELINE, CONDUITS
AND STRUCTURES BY CONTACTING OWNERS OF UNDERGROUND
UTILITIES AND BY PROSPECTING IN ADVANCE OF EXCAVATION
OPERATIONS.
3. CONTRACTOR SHALL CALL THE UTILITY COORDINATING
COMMITTEE AT (713)223-4567 FOR LOCATION OF UNDERGROUND
FACILITIES 72 HOURS PRIOR TO ANY EXCAVATION IN THE
AREA.
PLAN AND PROFILE
STA. 378 + 65 AND
STA. 3 9 1 +49
CITY OF
LA PORTE,
TEXAS
8" WATER LINE
RELOCATION ON
LOOP, 410
(BROADWAY)
KLOTZ /ASSOCIATES,
Consulting Engineers
JOB NUMBER
127-05
DRAWN CHECKED
HJO ROD
SCALE DATE
HORIZ. 1::=29' MAY 7, 1990
VERT . I = 2
SHEET OF 3
PLAN AND PROFILE
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~p REMOVE EX/Sr 8"xK TEE
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9H 6"
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1 I b y 2-8 x45o BENDS
8" GB B
ADD. ALT A OR B
x6VTEE
'ing 8
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;91f/BTBd be. -
Burred. Cab/e CITY OF
WATER -,LINE �
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.
374 \ 375 ® 3 6 0 3 7 37 ��
--r oLA''PaRTE,
I..fta& TEXAS
SAW CUT, REMOVE 8 REPLACE _ I _...-.. SAL
\� REINFORCED CONCRETE (/0"THK)
3 �PAVEMENT AS REQUIRED I Q
\ NOTE: SALVAGE EXIST. REIN- CUT, PLUG aABANDON 0 u
FORCEMENT 8 BEND EXIST. 8" WATER LINE 8 WATER LINE
o \ BROADWAY BACK INTO PLACE. PRio/ ` z RELOCATION ON
TO PLACING NEW CONC.
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BROADWAY
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KLOTZ E�SSOCIDTEConsultingngineers S, INC
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Conc. Or. 7Q 1 i / G C�x� flr -- - NGS Disk Stomped C-/189, /964 t
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} ! ' Sov/ngs Sign At SW Corner Of
I Fairmont Po4way/8roadway
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I Intersection. EL a/4.69 (1978 Dot.)
'TBM No. I Dry On Top Of
: Fire Hyd. At Sto. 38244 /7.2,
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PLAN' AND PROFILE
a STA. 379+00-384+00
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B"x6"TEE
8"x6"TEE
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6" GV B B V
ADD. ALT. A OR B ADD. ALTO A OR B FH (STA. 383+70)
FH (STA: 3804- 01
38 LF 8 WATER L/IV� I 3"ELF
ADD. ALT. A OR B Wd. JO-eck C, a OR B
�- 9 ADD. ALT A
ADD. ALT A ORB ADD. AU A OR B ADD- �F ORB 0 Con PT, kin N�---� -/8 LF
28 LF `� 30 0 28 L&, 3�
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CITY 0
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----- — --� — - — —3sf — --- TEXAS
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BROADWAY AeQnrpoa Exisr. B" WATER LINE j ��\\ Z RELOCATION ON
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+ EXIST FH .B "GV .;001
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Q 3 ABANDON EXIST. 8" WATER L/NE 8�� WATER LINE
U) RELOCATION ON
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KLOTZ/ASSOCIL�TES, INC
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NOTE / I� NOTE.' LOCATION AC7O& ELEVATION OFR TO FIELDY
CONTRACTOR SHALL MAINTAIN MIN. 2' VERTICAL CLEARANCE BETWEEN OUTS/DE ( EX/STING 4" WATER LINE
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PIPE DIAMETERS OF PROP. WATER LINE AND EXIST. SAN. SEWER LINE CONTRACTOR
SHALL CENTER ONE JOINT OF WATER LINE OVER SEWER. C/TY'S PROJECT
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PLAN L
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(USE MECHANICAL JOINT FITTINGS)
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1
2 2!12, 0li6) OR 450 NO HORIZONTAL BEND CROSS 450 VERTICAL BEND
VALVE BOX
(USE MECHANICAL JOINT FITTINGS) ( USE MECHANICAL JOINT FITTINGS) (USE MECHANICAL JOINT FITT/NGS)
T,NO-PIECE SCREW TYPE
TYPICAL THRUST BLOCKS
r— -- -'-` NO SCALE
..... : , h f f - : - ,; • .. - . .. NATURAL GROUND
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/ MAX. (TYP)
m E I I I Q o u
NATIVEO/L SACKFILL
S .
HYOROLOCK REOU/RED - - : I - m
F FACE TO STREET -' - —f COMPACTEDt + I �C PIPE Q 6°MIN -'2 6„MIN'
7
m 6n BACKFILL I tpq -
It�.t I:, •1 a n-x',;.- �-7 I I. - r..n_ - WATER MAIN
I AS REQUIRED i o .I-u •: p _6" 1- .: 2`-6„ .1`-O i 6 6
e;
r .. ... - ° 6„FULL WRAP CLEAN /
G ✓ '., iE BY VALVE USEC s •}•. • . ., .. � � A - ,. :j.. :.., . �.�.�
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,. .. e _ ' e•- : a BANK SANG BEDDING
. CONCRETE THRUST -v.'. .•.:.. :.,.:: . "'
r w' +E
s BRACING REBAR AT C. r a„ .. .. 2
-.. R 4 S l8 0. -
E~ I` GRAVEL OR BROKEN CLASS °Br, CONCRETE - EACH WAY B u - u ''•— min, _ .
. >. ... a .: . .n '..'.:..... .::' .. .. - .. •. ." •• .
STONE - SECTION A -A -��• <.• M 14
#4 REBARS AT 18° 0. C- EACH RAY .'..<•..'•,•.'.'•''-••..•.".
j (OSEMECHANICAL ✓OINTFITTINGS) A
(: .
6, carE - vawE SECTION /,B— ^,/
i _ : - <. •.: - ' (USEMECHANICAL JOINT FITT/NGS) BEDDING? .. CROSS .SECT rION
BLOCKING FOR GATE VALVES
/ D ° 16 8 LARGER
AND TRENCH SAFETY DETAIL
WATER
MAIN
VALVE
,; -;.. ... .. c.',�,, e•. ..•_.. '.. SET L'ALVE IN.. - _ �.i\,, - '.•
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:.....�-:........ °:.. ..... :'.. .. .. CEMENT vr^rOUT �.\�� •br...'.�.
a _ I E - - �
BRACING .. 18°x IB"4" CONC. PADCONCRETE' THRUST
e
10- 8 0
'. CLASS ,13" CONCRETE - _ i.. a ow
3'
ELEVATION .- -. COMPACTED _CAS CONCRETE PAD _0,-�--
. BACKFILL 7, �.�' ... '''... `ftF T CO GALV. PIPE
_..-. 3" THRU 6" VALVES 1r-3"SQ. -�O WATER MAIN l �15-1/042
-. -.:. 8„ THRU 14" VALVES 1,-6,. S0.
STANDARD INSTALLATION OF FIRE HYDRANT CITY of LA PORTS
(USE MECHANICAL JOINT FITTINGS) %> BLOCKING FOR VALVES TAPPED atuG
(USEMECHANICAL JOINrFITTINGs) STANDARD WATER MAIN DETAILS•
BLOW OFF DETAIL
(USE MECHAN/CAL JOINT F/TT/NGS)
DRAWN: L: D.W JOB NO. SCALE: NONE SHEET
CHECKED. APPROVED. DATE-.// G 8G OF